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HomeMy WebLinkAboutBCCN2 Tab DSpecial Area Plan Traffic Impact Analysis for Submittal to the City of Miami Brickell CityCentre North 2 Miami, Florida Kimley-Horn and Associates, Inc. ©2012 Kimley-Horn and Associates, Inc. December 2012 043400002 Special Area Plan Traffic Impact Analysis for Submittal to the City of Miami Brickell CityCentre North 2 Miami, Florida Prepared for: Brickell CitiCentre, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Fort Lauderdale, Florida Kimley-Horn and Associates, Inc. Q20i2 Kirrrley-Burn and Assuciales, Inc. December 2012 043400002 vKimley-Horn 1 and Associates, Inc. Traffic Impact Analysis TABLE OF CONTENTS INTRODUCTION 1 DATA COLLECTION 3 CAPACITY ANALYSIS METHODOLOGY 10 Level of Service Standard 10 Transportation Corridor Level of Service Methodology 10 Intersection Level of Service Methodology 11 EXISTING CONDITIONS (2012) CAPACITY ANALYSIS 12 Transportation Corridors 12 FUTURE BACKGROUND TRAFFIC CONDITIONS 19 Background Area Growth 19 Committed Developments 20 PROJECT TRAFFIC 24 Existing and Proposed Land Uses 24 Project Access 24 Trip Generation 24 Trip Distribution and Assignment 27 FUTURE TOTAL TRAFFIC 32 FUTURE CONDITIONS CAPACITY ANALYSIS 35 Future Background Traffic Conditions 35 Future Total Traffic Conditions 39 PROJECT DRIVEWAY ANALYSIS 43 TRANSPORTATION CONTROL MEASURES PLAN AND PROPOSED IMPROVEMENTS 44 Parking Garage Interconnectivity 44 Pedestrian Interconnectivity 44 Greenways 45 CONCLUSION 46 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page- i December 2012 F1Kimley-Horn and Associates, Inc. Traffic Impact Analysis LIST OF FIGURES Figure 1: Project Location Map 2 Figure 2A: Intersection Laneage Configuration 4 Figure 2B: Roadway Thoroughfare Diagram 5 Figure 3: 2012 A.M. Peak Hour Traffic Volumes 8 Figure 4: 2012 P.M. Peak Hour Traffic Volumes 9 Figure 5: A.M. Peak Hour Future Background Traffic 22 Figure 6: P.M. Peak Hour Future Background Traffic 23 Figure 7: A.M. Peak Hour Project Trip Distribution 28 Figure 8: P.M. Peak Hour Project Trip Distribution 29 Figure 9: A.M. Peak Hour Project Assignment 30 Figure 10: P.M. Peak Hour Project Assignment 31 Figure 11: A.M. Peak Hour Future Total Traffic 33 Figure 12: P.M. Peak Hour Future Total Traffic 34 LIST OF TABLES Table 1: Data Collection Summary 7 Table 2: Transportation Corridor Level of Service Thresholds 11 Table 3: 2012 A.M. and P.M. Peak Hour Roadway Volumes 12 Table 4: 2012 A.M. and P.M. Peak Hour Miami -Dade Transit Conditions — Brickell Avenue 14 Table 5: 2012 A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on S 7th and 8th Streets 15 Table 6: 2012 A.M. Peak Hour Transportation Corridor Segment Conditions 16 Table 7: 2012 P.M. Peak Hour Transportation Corridor Segment Conditions 17 Table 8: 2012 Peak Hour Intersection Conditions 18 Table 9: Growth Analysis Summary 20 Table 10: Proposed Trip Generation 26 Table 11: Cardinal Trip Distribution 27 Table 12: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions 36 Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions 37 Table 14: Future Background A.M. and P.M. Peak Hour Intersection Conditions 38 Table 15: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions 40 Table 16: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions 41 Table 17: Future Total A.M. and P.M. Peak Hour 42 Table 18: Peak Hour Entry Gate Analysis 43 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page- ii December 2012 v1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix I: Appendix J: Appendix K: Appendix L: Appendix M: LIST OF APPENDICES Methodology Correspondence Traffic Count Data Miami -Dade Transit Data Existing Conditions Analysis Proposed Improvements along Brickell Avenue Growth Trend Analyses Vested Development Trip Information Trip Generation Cardinal Trip Distribution Volume Development Worksheets Future Background Conditions Analysis Future Total Conditions Analysis Gate Entry Analysis K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page- Hi December 2012 ► vKimley-Horn 1 and Associates, Inc. Traffic Impact Analysis INTRODUCTION Brickell CitiCentre, LLC is proposing a mixed -use development in the area bounded by SE 5th Street to the north, SE 6th Street to the south, South Miami Avenue to the west, and SE 1st Avenue to the east. Figure 1 depicts the location of the project. Currently, the proposed development parcel is vacant with a small area of surface parking. The proposed development includes 120,000 square -feet of retail and 350 residential units. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to the City of Miami. The purpose of the study is to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. This report is being submitted in accordance with the requirements of a Special Area Plan (SAP) application. The study's methodology is consistent with the requirements outlined by the City of Miami for traffic impact analyses. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. The study's methodology is consistent with the requirements of the City of Miami. The methodology correspondence detailing the traffic study requirements is included in Appendix A. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page- 1 December 2012 NOT TO SCALE BCC North 2 Retail: 120,00 sf Residential: 350 units PPP- _ Kim[ey-Horn 1111.._MF and Associates, Inc. 2012 Figure 1 Project Location Map Brickell CityCentre North 2 r v1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis DATA COLLECTION Traffic data were collected in the study area for this project. The study area roadway corridors for this project include: • SW/SE 7th Street/SR 90/US 41 between South Miami Avenue and SW 1st Avenue • SW/SE 8th Street/SR 90/US 41 between South Miami Avenue and SW 1st Avenue • Brickell Avenue south of SE 8th Street (northbound) • Brickell Avenue north of SE 5th Street (southbound) The following intersections were examined: • SW 1st Avenue and SW 7th Street/SR 90/US 41 • SW 1st Avenue and SW 8th Street/SR 90/US 41 • South Miami Avenue and SE 6th Street • South Miami Avenue and SW 7th Street/SR 90/US 41 • South Miami Avenue and SW 8th Street/SR 90/US 41 • SE 8th Street/SR 90/US 41 and Brickell Plaza • SE 5th Street and Brickell Avenue/SR 5/US 1 • SE 6th Street and Brickell Avenue/SR 5/US 1 • SE 7th Street and Brickell Avenue/SR 5/US 1 • SE 8th Street and Brickell Avenue/SR 5/US 1 • SE 6th Street and SE 1st Avenue • SE 5th Street and SE 1st Avenue Lane configurations for roadways adjacent to the proposed development are provided in Figure 2A. A roadway thoroughfare diagram depicting the existing and proposed roadway laneage in the study area is provided in Figure 2B. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 3 December 2012 _AIIIIIIIL WV 14, 0 N FP; Em KirnIey-Horn Ilk...J•111r 1 and Associates, Inc. 02012 S MIAMI AVE N NOT TO SCALE Figure 2A Laneage Configuration Brickell CityCentre North 2 ) NOT TO SCALE SW 1st Avenue 041 1• • • Kim ley -Ham and Associates, Inc, 2012 SW 7th Street V) 0 41• 141 SE 5th Street SE 6th Street SE 8th Street -14 411 3 11' 1111. -*0111» Legend - Study Roadway 0 Study Intersection Figure 2B 2012 Existing Lane Configurations Brickell CityCentre North 2 / ► 'yKimley-Horn and Associates, Inc. Traffic Impact Analysis Due to ongoing construction in the Brickell Area, current (2012) counts would not reflect typical volumes and traffic patterns within the study area. Therefore, traffic data previously collected as part of the Brickell CityCentre SAP (2011) and FDOT's Arterial Safety Study along Brickell Avenue from SE 5th Street to SE 8th Street (2010) were utilized in this analysis. The data collection date and corresponding peak season conversion factors are shown in Table 1. The background growth rate (1.62%) determined in the future background traffic conditions section was applied to the counts to establish existing (2012) conditions. Twenty-four (24) volume counts were conducted along the study corridors. The intersections and roadway segments were analyzed for the A.M. peak period (7:30 A.M. to 9:30 A.M.) and P.M. peak period (4:00 PM to 6:00 P.M.). Turning movement counts for the A.M. peak period were selected from 7:30 A.M. to 9:30 A.M. based on the downtown and business district characteristics of the general area as well as input from City of Miami Transportation Staff, the A.M. This generalization is reflected in the 24-hour continuous roadway counts. Turning movement counts, 24-hour volume counts, and peak season conversion factors are provided in Appendix B. Figures 3 and 4 present the A.M. and P.M. peak hour 2012 peak season transportation corridor volumes (person -trips including transit riders) and peak season turning movement volumes at the study intersections. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 6 December 2012 r — ► I Kimley-Horn ►= and Associates, Inc. Traffic Impact Analysis Table 1: Data Collection Summary Intersection Date Peak Season Category Factor SW 1st Avenue and SW 7th Street/SR 90/US 41 3/24/2011(1) 1.00 SW 1st Avenue and SW 8th Street/SR 90/US 41 3/24/2011(1) 1.00 S Miami Avenue and SE 6th Street 3/24/2011(1) 1.00 S Miami Avenue and SW 7th Street/SR 90/US 41 3/24/2011(1) 1.00 S Miami Avenue and SW 8th Street/SR 90/US 41 3/24/2011(1) 1.00 SE 8th Street/SR 90/US 41 and Brickell Plaza 4/26/2011(1) 1.01 SE 5th Street and Brickell Avenue/SR 5/US 1 5/11/2010(2) 1.02 SE 6th Street and Brickell Avenue/SR 5/US 1 5/11/2010(2) 1.02 SE 7th Street and Brickell Avenue/SR 5/US 1 5/11/2010(2) 1.02 SE 8th Street and Brickell Avenue/SR 5/US 1 5/11/2010(2) 1.02 SE 6th Street and SE 1st Avenue 5/11/2010(3) 1.02 SE 5th Street and SE 1st Avenue 3/24/2011 & 5/11/2010(3) 1.02 (4) Notes: (1) Counts obtained from the Brickell CitiCentre SAP (dated June 2011). A growth factor was applied to determine 2012 volumes. (2) Counts obtained from a previous FDOT study (dated 2010). A growth factor was applied to determine 2012 volumes. (3) Intersection was not previously counted. However, due to ongoing construction in the Brickell area existing counts could not be performed. Therefore, intersection volumes were calculated based on existing counts at adjacent intersections. Refer to Appendix J: Volume Development Worksheets. (4) The two adjacent counts had different Peak Season Category Factors; therefore, to provide a conservative analysis the higher of the Peak Season Factors was utilized. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 7 December 2012 Legend — Study Roadway 0 Study Intersection 1,694 Person -Trips 453 Traffic Volume NOT TO SCALE J1 1st Avenue SW 8th Street 14 grli Kim fey-Hom and Associates, Inc. 2012 1,775 485 1,806 771 124 SW 6th Street 4 1 — SW 7th Street w 2,820 0 SE 5th Street L 130 2 htr L 73 H 649 ht 0 10 - J4 63 4 74 — SE 8th Street 1 4 227 J t r 1,434 1,612 268 30 r 103 L 58 8 J 1 4 r 50 65J0 hir 95_ 414 44 4L 40 r 4 hir L 549 1 4 r 234 0 536 4 t r 708 H 221 Figure 3 2012 Existing Traffic A.M. Peak Hour Brickell CityCentre North 2 Legend — Study Roadway 0 Study Intersection 1762 Person -Trips 453 Traffic Volume NOT TO SCALE 41 1st Avenue SW 8th Street grli Kim fey-Hom and Associates, Inc. 2012 2,410 1,065 r 200 SW 6th Street 34 0 — 14 0 1,027 335 SW 7th Street N 1,812 0 SE 5th Street H 995 ht SE 8th Street 19 414 5 S r 0 49 4 5/ — 14 281 4 t r 936 r 114 57 mt 2 79 ' J1 84 33 7 J14 49 15 r 67 htr L 100 232 r 67 0. L 520 1 4 r 279 0 262 4 t r 450 198 .14 W t Figure 4 2012 Existing Traffic P.M. Peak Hour Brickell CityCentre North 2 ► 1 1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure generally used in traffic impact analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular capacity of a roadway. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Table 2 illustrates the level of service thresholds for each study corridor. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from the 2009 version of FDOT's Quality/Level of Service Handbook. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCCTIA-1112.docx Page - 10 December2012 ► —1 1 Kimley-Horn ► M and Associates, Inc. Traffic Impact Analysis Table 2: Transportation Corridor Level of Service Thresholds Brickell Avenue Northbound(2) Brickell Avenue Southbound(2 SE/SW 7th Street & SE/SW 8th Street(3) Peak Hour Peak Hour Peak Hour LOS Directional V C / Directional V C / Directional V C / Volume Volume Volume Thresholds Ratio Thresholds Ratio Thresholds Ratio A (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) C 670 0.41 1,050 0.41 1,260 0.41 D 1,500 0.91 2,330 0.91 2,796 0.91 E 1,700 1.00 2,570 1.00 3,084 1.00 F - >1.00 - >1.00 - >1.00 Note: (1) Cannot be achieved per Table 7 from FDOT's 2009 Quality/Level of Service Handbook. (2) Based on Class III/IV roadway State Signalized Arterial. (3) Based on Class III/IV roadway State Signalized Arterial at 1.2 one-way factor. Intersection Level of Service Methodology Level of service analyses were performed for study intersections using Trafficware's SYNCHRO 8 8.0 Software, which applies methodologies outlined in the Highway Capacity Manual, 2000 Edition. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCCTIA-1112.docx Page - 11 December2012 ► —1 1 Kimley-Horn kb., Mr and Associates, Inc. Traffic Impact Analysis EXISTING CONDITIONS (2012) CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine current level of service for the transportation corridors examined in this study. Table 3 presents the unadjusted 2012 A.M. and P.M. peak hour directional traffic volumes, peak season conversion factors, and the 2012 peak season A.M. and P.M. peak hour directional traffic volumes for the study corridors. Corridor count data is included in Appendix B. Table 3: 2012 A.M. and P.M. Peak Hour Roadway Volumes Roadway Segments Direction 2012 A.M. Peak Hour Volumes 2012 P.M. Peak Hour Volumes FDOT Peak Season Adjustment Factor 2012 Peak Season A.M. Peak Hour Volumes 2012 Peak Season P.M. Peak Hour Volumes SW/SE 7th Street WB 1,217 1,584 1.01 1,229 1,600 SW/SE 8th Street EB 1,882 1,191 1.01 1,901 1,203 Brickell Avenue south of SE 8th Street NB 1,019 895 1.01 1,029 904 Brickell Avenue north of SE 5th Street SB 1,340 1,164 1.01 1,353 1,176 Existing transit conditions were examined considering the ridership on and capacity of the Miami -Dade Transit (MDT) bus service operating in the corridors. MDT staff was contacted to obtain the A.M. and P.M. peak hour ridership and capacities for the transit service. Six (6) Miami -Dade transit routes presently serve the study area during both the A.M. and the P.M. peak hours: • Route 6 operates with 60 minute headways in both directions. • Route 8 operates with 10 minute headways in both directions. • Route 24 operates with 20 minute headways in both directions. • Route 48 operates with 60 minute headways in both directions. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCCTIA-1112.docx Page - 12 December2012 ► f 1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis • Route 95 operates with 15 minute headway northbound and 30 minute headway southbound. • Route 102/Route B operates with 10 minute headways in both directions during A.M. peak period and 15 minute headways in both directions during the P.M. peak period. • In addition, the study area is served by the Metromover downtown automated people mover. Metromover operates with 1.5 minute headways in both directions. MDT staff indicated that Metrobus routes on the study corridors utilize various bus types with different capacities. For purposes of this analysis, an average capacity for each route was determined using data obtained from Miami -Dade Transit. The ridership capacities for the bus routes were calculated for the A.M. and P.M. peak hour using the appropriate headways and capacities. Metrobus route maps are included in Appendix C. Ridership data was obtained from Miami -Dade Transit for the identified transit routes. The data reflects typical ridership on the routes using the most recent ridership information available. Tables 4 and 5 present the existing A.M. and P.M. peak hour ridership on the routes studied; the ridership data obtained from Miami -Dade Transit is included in Appendix C. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCCTIA-1112.docx Page - 13 December2012 ► - 1 Kimley-Horn ► f� and Associates, Inc. Traffic Impact Analysis Table 4: 2012 A.M. and P.M. Peak Hour Miami -Dade Transit Conditions — Brickell Avenue Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M.(P.M) Average Capacity (riders) Peak Hour Directional Person -Trip Capacity A.M.(P.M.) Peak Hour Average Directional Route Ridership A.M.(P.M.) Brickell Avenue (northbound and southbound) Northbound 20 3 53 159 14 riders per bus Route 24 (20) (3) (159) (11 riders per bus) Southbound 20 3 53 159 13 riders per bus (20) (3) (159) (12 riders per bus) Route 48 Northbound 60 1 36 36 10 riders per bus (60) (1) (36) (4 riders per bus) - 0 Northbound 53 (4 riders per bus) Route 95 (15) (4) (202) Southbound (30) (�) 53 212 16 riders per bus Northbound 12 5 53 265 16 riders per bus Route (15) (4) (212) (17 riders per bus) 102/Route B 12 5 265 6 riders per bus Southbound 53 (15) (4) (212) (24 riders per bus) 293 total [7 riders per Northbound 1.5 minutes 40 75 3,000 (3,000) vehicle] Metromover (40) (375 total [9 riders per vehicle]) 207 total [5 riders per vehicle] Southbound 1.5 minutes (40) 75 3,000 (3,000) (515 total [13 riders per vehicle]) 49 425 (12 riders per vehicle) Northbound - (52) - 3,460 (3,619) (496 [9 riders per vehicle]) Total 50 308 (10 riders per vehicle) Southbound - (47) - 3,636 (3,371) (647 [16 riders per vehicle]) K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCCTIA-1112.docx Page - 14 December2012 ► — 1 Kimley-Horn ► f� and Associates, Inc. Traffic Impact Analysis Table 5: 2012 A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on S 7th and 8th Streets Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M.(P.M) Average Bus Capacity (riders) Peak Hour Directional Person -Trip Capacity A.M.(P.M.) Peak Hour Average Directional Route Ridership A.M.(P.M.) SW/SE 8th (Eastbound) and SW/SE 7th Street (Westbound) Eastbound 60 1 36 36 6 riders per bus (60) (1) (36) (5 riders per bus) Route 6 Westbound 60 1 36 36 4 riders per bus (60) (1) (36) (16 riders per bus) Eastbound 10 6 53 318 16 riders per bus (10) (6) (318) (12 riders per bus) Route 8 Westbound 10 6 53 318 13 riders per bus (10) (6) (318) (24 riders per bus) Eastbound 60 1 36 36 9 riders per bus (60) (1) (36) (3 riders per bus) Route 48 Westbound 60 1 36 36 3 riders per bus (60) (1) (36) (10 riders per bus) Route 102 10 6 318 8 riders per bus /Route B Eastbound (15) (4) 53 (212) (12 riders per bus) Eastbound - 14 - 708 159 (10 riders per vehicle) (12) (602) (128 [8 riders per vehicle]) Total Westbound - 8 - 390 85 (7 riders per vehicle) (8) (390) (170 [17 riders per vehicle]) In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 1. Tables 6 and 7 present the existing transportation corridor level of service. As indicated in these tables, the transportation corridors have excess person -trip capacity during the A.M. and P.M. peak hours and operate at acceptable levels of service. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 15 December 2012 1 Kimley-Horn ► M 1 and Associates, Inc. Traffic Impact Analysis Table 6: 2012 A.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways Peak Season A.M. Peak Hour RoadwayVolumes A.M. Peak Hour Transit RidershipVolume A.M. Peak Hour Total (V)Capacity Directional Peak Hour Vehicular (2) A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity(C� A.M. Peak Hour Excess Capacity A.M. Peak Hour Level of Service Vehicles Person- Trips �11 Person- Trips Person- Trips Vehicles Person- �11 Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS SW/SE 7th Street and SW/SE 8th Street WB 1,229 1,721 85 1,806 3,084 4,318 390 4,708 2,902 0.384 C EB 1,901 2,661 159 2,820 3,084 4,318 708 5,026 2,206 0.561 D Brickell Avenue NB 1,029 1,441 425 1,866 1,700 2,380 3,460 5,840 3,974 0.320 C SB 1,353 1,894 308 2,202 2,570 3,598 3,636 7,234 5,032 0.304 C (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2) Directional peak hour capacity derived from the 2009 FDOT Quality/LOS Handbook. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 16 December 2012 1 Kimley-Horn ► fffff■ 1 and Associates, Inc. Traffic Impact Analysis Table 7: 2012 P.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways Peak Season P.M. Peak Hour RoadwayVolumes P.M. Peak Hour Transit RidershipVolume P.M. Peak Hour Total (V)Capacity Directional Peak Hour Vehicular (2) P.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacity(C� P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service Vehicles Person- Trips 111 Person- Trips Person- Trips Vehicles Person- Trips (11 Person- Trips Person- Trips Person- Trips V/C Ratio LOS SW/SE 7th Street and SW/SE 8th Street WB 1,600 2,240 170 2,410 3,084 4,318 390 4,708 2,298 0.512 D EB 1,203 1,684 128 1,812 3,084 4,318 602 4,920 3,108 0.368 C Brickell Avenue NB 904 1,266 496 1,762 1,700 2,380 3,619 5,999 4,237 0.294 C SB 1,176 1,646 647 2,293 2,570 3,598 3,371 6,969 4,676 0.329 C (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2) Directional peak hour capacity derived from the 2009 FDOT Quality/LOS Handbook. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 17 December 2012 v1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis A.M. and P.M. peak hour capacity analyses were also performed for the study intersections. Table 8 presents the results of the analyses. All study intersections operate at or better than the adopted level of service standards. Detailed information from the intersection capacity analysis is included in Appendix D. Table 8: 2012 Peak Hour Intersection Conditions Intersection 2012 Peak Hour Overall Level of Service A.M.(P.M.) LOS Delay (secs) SW 7th Street and SW 1st Avenue (Signalized) C(C) 23.7(21.2) S 7th Street and S Miami Avenue (Signalized) C(C) 23.8(26.8) SE 7th Street and Brickell Avenue (Signalized) B(C) 18.9(29.5) SE 5th Street and SE 1st Avenue (Unsignalized)I�1 A(A) 9.2(9.3) SE 6th Street and SE 1st Avenue (Unsignalized)I�1 A(A) 9.0(9.1) SE 5th Street and Brickell Avenue (Signalized) B(B) 10.8(10.5) SE 6th Street and Brickell Avenue (Unsignalized)I�1 A(C) 9.1(20.9) SW 8th Street and SW 1st Avenue (Signalized) B(B) 13.4(23.4) S 8th Street and S Miami Avenue (Signalized) C(C) 23.8(22.5) SE 8th Street and Brickell Plaza (Unsignalized)1�1 B(B) 14.8(12.9) SE 8th Street and Brickell Avenue (Signalized) E(D) 60.1(51.6) SE 6th Street and S Miami Avenue (Unsignalized)1�1 B(B) 13.3(13.2) Note: Ili Overall intersection LOS not provided for two-way stop -controlled intersections. The worst minor street movement is indicated. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page- 18 December 2012 vKimley-Horn 1 and Associates, Inc. Traffic Impact Analysis FUTURE BACKGROUND TRAFFIC CONDITIONS Future background traffic conditions are defined as the expected traffic conditions on the study roadway network in the Year 2018 (corresponding to total buildout of the development) without development of the proposed project. The background traffic volumes are the sum of the existing traffic and additional "background" traffic to account for expected traffic growth in the study area. Background Area Growth Future traffic growth on the transportation network was determined based upon historic growth trends, at nearby FDOT traffic count stations, and a comparison of the 2005 and 2035 traffic volume plots from the Southeast Florida Regional Planning Model (SERPM). Table 9 provides a summary of the analysis. The following FDOT count stations were referenced for this analysis: • Count station no. 550 located on Brickell Avenue south of the Miami River Bridge • Count station no. 5042 located on Brickell Avenue south of SE 8th Street • Count station no. 5090 located on SE 8th Street west of Brickell Avenue • Count station no. 5091 located on SE 7th Street west of Brickell Avenue K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page- 19 December 2012 r — ► I Kimley-Horn ► fffff■ and Associates, Inc. Traffic Impact Analysis Table 9: Growth Analysis Summary Location 5-year Historical Trend Analysis 10-year Historical Trend Analysis Area -wide SERPM Forecast Final Growth Rate 2005 2035 Growth Rate Brickell Avenue south of the Miami River Bridge 4.92 0.69% 587,000 872,700 1.62% 1.62% Brickell Avenue south of SE 8th Street 1.10% 1.02% SE 8th Street west of Brickell Avenue 0.00% 1.04% SE 7th Street west of Brickell Avenue 1.68% 2.94% Average 1.38% 0.39% As indicated in Table 9, the 5-year historical trend analysis determined the growth rate to be 1.38 percent (1.38%). The 10-year historical trend growth rate was determined to be 0.39 percent (0.39%). Traffic volumes for area roadways obtained from the SERPM plots were used to calculate a linear growth rate. The SERPM growth rate analysis considered a broader area that includes the overall Brickell area. The calculations for the SERPM volumes determined a linear growth rate of 1.62 percent (1.62%). In order to provide a conservative analysis, a compound growth rate of 1.62 percent was used in the analysis. Historical traffic count data, SERPM model volume plots and growth trend calculations are included in Appendix F. Committed Developments City of Miami staff was contacted to determine if any projects that have been approved but not yet completed in the vicinity of the project site should be accounted for in this analysis. The Real Estate Development Database was reviewed for unconstructed major use special permits (MUSP) projects. The following developments were reviewed and included in the background traffic. • 600 Brickell • Premiere Towers • 1101 Brickell • My Brickell/Brickell Station • The Beacon • Millecento/1100 South Miami Ave. • 888 Brickell • Brickell CitiCentre K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 20 December 2012 ► 'yKimley-Horn and Associates, Inc. Traffic Impact Analysis Available information for these developments is included in Appendix G. In addition, future roadway improvements were reviewed within the study area. FDOT conducted an Arterial Safety Study along Brickell Avenue from SE 5th Street to SE 8th Street proposed a median closure at SE 6th Street and turn lane modifications at adjacent intersections (see Appendix E). For purposes of this analysis, traffic affected by these improvements was rerouted through SE 5th Street for both future background and future total traffic conditions. Figures 5 and 6 present the A.M. and P.M. peak hour background conditions intersection volumes. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 21 December 2012 NOT TO SCALE Leaend — Study Roadway Study Intersection 1'694 Person -Trips 453 Traffic Volume J1 st Avenue SW 8th Street 14 FP— Flu Kimley-Hom and Associates, Inc. 2012 RC� • 937 222 1989 SW 6th Street 1., 1 — SW 7th Street • • 2,332 283 4 560 3,105 2,339 SE 5th Street L 156 2 L 205 846 sit SE 8th Street tr 0. 11 - J4 • 105 4 91 1-0 H 33 r 113 L 64 9 414 r55 hr 92* 4 7 - 105 ' J1 40 1k. J14 14 469 4 r 1,613 295 7 618 4 790 243 7 Y • • site Median closure. Northbound and eastbound left-tum traffic re-routed to SE 5th Street 48 803 r 126 L 647 258 tLi 'LA t Figure 5 Future Background Traffic A.M. Peak Hour Brickell CityCentre North 2 Legend — Study Roadway 0 Study Intersection 2'654 Person -Trips 453 Traffic Volume NOT TO SCALE Jl 1st Avenue SW 8th Street grli Kim fey-Hom and Associates, Inc. 2012 H 1,990 r 392 41 2,654 SW 6th Street 0 34 0 � • • 14 0 1,686 411 SW 7th Street N 1,995 0 SE 5th Street L 184 2 L 443 1,858 ht Lki SE 8th Street 0 y 6 J4 86 4 139 14 806 4 t 1,377 74 1,018 222 .14 • 21 r 126 414 4.1 228* 4 2 97 ' Jl • 54 17 r 74 hi17. Median closure. Northbound and eastbound left -turn traffic re-routed to SE 5th Street of hi 153 7 414 14 480 4 572 263' Y G • • L 110 255 r 74 L 630 r 309 tr 1 Figure 6 Future Background Traffic P.M. Peak Hour Brickell CityCentre North 2 vKimley-Horn 1 and Associates, Inc. Traffic Impact Analysis PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the project, and the distribution and assignment of this traffic over the roadway network. Existing and Proposed Land Uses As previously indicated, the project proposes to develop four blocks within the study area. The development will include 120,000 square -feet of retail and 350 residential units. Currently, the proposed development parcel is vacant with a small area of surface parking. Construction is expected to be completed and the project occupied by the year 2018. Project Access Access to the site is proposed via two (2) driveways. The following provides a summary of each driveway including the land use that is accessed and type of driveway connection. Access from SE 5th Street 1. Driveway #1: residential units, full access driveway Access from SE 6th Street 2. Driveway #2: retail, full access driveway Trip Generation Proposed vehicular trip generation for the project was calculated using rates and equations contained in the Institute of Transportation Engineer's (ITE) Trip Generation, 8th Edition. The trip generation for the proposed land uses was determined using ITE Land Use Code 820 (Shopping Center) for the retail component and ITE Land Use Code 232 (High -Rise Residential Condominium) for the multi -family residential units. Project trips were estimated for the A.M. and P.M. peak hours. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 24 December 2012 ► 'lKimley-Horn and Associates, Inc. Traffic Impact Analysis A portion of the trips generated by the development will be captured internally on the site. Internal capture rates consistent with the Brickell CitiCentre SAP were used and are based upon values contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, June 2004. The internal capture rate for the project is 31.1 percent during A.M. peak hour and 25.6 percent during the P.M. peak hour. Internal capture volumes were subtracted from the gross project trips to determine the driveway volumes for the site. In addition to the internal capture, a 10 percent multimodal reduction factor was applied to the driveway volumes. This reduction factor is intended to capture the characteristics of the urban environment in which the project site is located. It is anticipated that area visitors and the site's residents will walk to the site as well as to nearby retail establishments and local places of interest such as Brickell CitiCentre and Mary Brickell Village, and patrons of the site's retail establishments will walk from nearby residential developments. ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips were reduced by 16 percent to adjust for these vehicle occupancy assumptions. Project trips were estimated for the A.M. and P.M. peak hours. The vehicular trip generation calculations for the project are presented in Table 10. Detailed trip generation calculations are included in Appendix H. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 25 December 2012 r v1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis Table 10: Proposed Trip Generation A.M.(P.M.) Peak Hour Driveway Volume Entering Exiting Future Land Use (ITE Code) Scale Net External Trips % Trips % Trips Proposed Development High -Rise Residential (232) 350 du 94 (54) 19% (62%) 7 (43) 81% (38%) 87 (11) Shopping Center (820) 120 ksf 94 (517) 61% (49%) 66 (251) 39% (51%) 28 (266) Sub Total 188 (571) 73 (294) 115 (277) Net New Trips ITE/Miami vehicular occupancy adjustment (16% reduction) (vehicles per hour) 158 (480) 61 (247) 97 (233) Person -Trip Conversion (1.4 persons per vehicle) (person -trips) 221 (672) 85 (346) 136 (326) K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 26 December 2012 ► 'lKimley-Horn and Associates, Inc. Traffic Impact Analysis Trip Distribution and Assignment The likely distribution of project traffic was forecast for trips expected to be generated by the project. The trip distribution was based on a 1) Brickell CitiCentre trip distribution and 2) the cardinal trip distribution obtained from the 2035 Cost Feasible Plan for the project site's traffic analysis zone (TAZ 569). The cardinal trip distribution for TAZ 569 is provided in Table 11. The Brickell CitiCentre trip distribution and detailed cardinal distribution are included in Appendix I. Table 11: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 14.85% East -Northeast 5.63% East -Southeast 1.02% South -Southeast 1.84% South -Southwest 7.34% West -Southwest 21.43% West -Northwest 24.34% North -Northwest 23.55% Total 100.00% Figures 7 through 10 show the project trip distribution and assignment at the project driveways and adjacent intersections for the A.M. and P.M. peak hours. The project trips (vehicular and person -trips) were then distributed and assigned to the roadway network. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 27 December 2012 �© 2012 NOT TO SCALE Legend — Study Roadway ® Study Intersection • Project Driveways 10% Entering Distribution (10%) Exiting Distribution 1st Avenue cn F 4% 1 SW 8th Street 14 r-Flu Kimley-Hom Mr and Associates, Inc. 45 0% (2 0% SW 6th Street SW 7th Street 569% J SE 5th Street (50% 30% r 90% r 30% (240%) 12 %°- 57 %°J 60% - tir N w L330%° (18 0% SE 8th Street (230% - (130%) 120%II (100% 6o%J (90%) — 41 hr ,30% (200% J J1 14 0) Figure 7 Project Trip Distribution A.M. Peak Hour Brickell CityCentre North 2 NOT TO SCALE \s„..±) 2012 Lenend Study Roadway 0 Study Intersection OProject Driveways 10% Entering Distribution (10%) Exiting Distribution 1st Avenue SW 8th Street grli Kim fey-Hom and Associates, Inc. 45 0% SW 6th Street • SE 5th Street (240%) (250%) (50%) (300%) SW 7th Street S Miami Avenue 560% 4 11 % - 20°%' Ci v 51 04 54 %J 90%- H (200%) H40% r130% r30% • SE 8th Street (400% s0%4 (330%) — • •1 1 (1 0% (33 0%) 0 h 411 01 14 • • 0 L 3 0% Figure 8 Project Trip Distribution P.M. Peak Hour Brickell CityCentre North 2 Legend — Study Roadway O Study Intersection O Project Driveways 453 Project Trip Volume NOT TO SCALE 41 SW 8th Street grli Kim fey-Hom and Associates, Inc. 2012 27 SW 6th Street 11 r2 SW 7th Street w 34 , 0 SE 5th Street 23 13 5 r5 _4.11' 23 1 7 3 v o 24 7 W K Q 35 , 3 L 20 W 17 in SE 8th Street 12 , 9 — 2 r 2 4l hr4 19 , 8 9 0 L2 0 1 Figure 9 Project Trip Assignment A.M. Peak Hour Brickell CityCentre North 2 NOT TO SCALE �© 2012 Legend — Study Roadway 0 Study Intersection 0 Project Driveways 453 Project Trip Volume 41 st Avenue SW 8th Street grli Kim fey-Hom and Associates, Inc. SW 6th Street 58 r 12 14 0 111 — SW 7th Street w 138 0 SE 5th Street L 56 70 17 27 5 134 22 47 H 10 r 31 tir L 77 4 2 SE 8th Street 2 29 N W 115 r 7 41 4.1 42 47 4 2 ' J1 77 7 41 0 h 1 Figure 10 Project Trip Assignment P.M. Peak Hour Brickell CityCentre North 2 vKimley-Horn 1 and Associates, Inc. Traffic Impact Analysis FUTURE TOTAL TRAFFIC Total traffic volumes (vehicular and person -trips) considered in the future year (2018) analysis for this project are the sum of 2018 background traffic volumes and the expected project traffic volumes. Figures 11 and 12 present the total traffic for the study area. Total turning movement volume development worksheets for the study intersections are included in Appendix J. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 32 December 2012 Lenend — Study Roadway 0 Study Intersection OProject Driveways 1,694 Person -Trips 453 Traffic Volume NOT TO SCALE J1 SW 8th Street 14 Kimley-Hom and Associates, Inc. 2012 2,359 y 560 y 948 224 8 H 2,007 SE 6th Street , 1 y SW 7th Street 3,153 y 0 SE 5th Street L 179 2 hir L 205 y 859 I 18 1 CD 91 «14 35 , 155 y 62 r5 L 20 166 SE 8th Street 317 , t r 2,339 y r 23 35 W J4 117 , 100 y 14 0 469, 1,613 295 7 H 35 r 115 hr L9 41 L 64 9 414 r55 0 111, htr 7 y 113 49 7 J14 Median closure. Northbound and eastbound left-tum traffic re-routed to SE 5th Street 48 y 803 r 126 L 649 1 4 r 258 0 618 , t r 790 243 7 W Figure 11 Future Total Traffic A.M. Peak Hour Brickell CityCentre North 2 NOT TO SCALE �© 2012 Legend — Study Roadway 0 Study Intersection 0 Project Driveways 1'694 Person -Trips 453 Traffic Volume 41 st Avenue SW 8th Street 14 Kim fey-Hom and Associates, Inc. 1,797 411 2048 404 41 2,752 SE 6th Street 34 0 — h SW 7th Street w 2,188 0 SE 5th Street 134 J 247 L 443 1,928 sit Lki 116 H 31 r 31 SE 8th Street 201 4 216 14 944 4 t r 1,377 74 1,018 222 7 r 133 he 1L 19 82 414 275 4 2 99 - 41 0J 230 7 J14 0 54 17 r 74 site Median closure. Northbound and eastbound left -turn traffic re-routed to SE 5th Street L 110 255 r 74 hie L 637 1 r 309 0 480 4 572 263' W tr 1 Figure 12 Future Total Traffic P.M. Peak Hour Brickell CityCentre North 2 vKimley-Horn 1 and Associates, Inc. Traffic Impact Analysis FUTURE CONDITIONS CAPACITY ANALYSIS Two separate future conditions peak hour capacity analyses were performed. ■ A transportation corridor (person - trip) capacity analysis ■ Intersection capacity analysis was performed at the study intersections Future Background Traffic Conditions Tables 12 and 13 present the results of the transportation corridor capacity analysis for the 2018 A.M. and P.M. peak hour background traffic conditions. As indicated in Tables 12 and 13, the corridors have sufficient capacity and are expected to operate better than the adopted levels of service (LOS E). Table 14 presents the results of the intersection capacity analysis. The intersection timings were optimized to reflect the change in traffic patterns in the year 2018. All intersections are expected to operate at their adopted level of service or better. Detailed SYNCHRO 8.0 outputs are included in Appendix K. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 35 December 2012 im Kimley-Horn and Associates, Inc. Traffic Impact Analysis Table 12: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways P 2012 A.M. Peak Hour Volume Background Growth Peak Hour Volume 1�) 2018 A.M. Peak Hour Background Volume (2) 2018 A.M. Peak Hour Background Capacity (C) (3) 2018 A.M. Peak Hour Excess Capacity 2018 A.M. Peak Hour Background Level of Service Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS SW/SE 7th Street and SW/SE 8th Street WB 1,806 183 1,989 4,708 2,719 0.422 D EB 2,820 285 3,105 5,026 1,921 0.618 D Brickell Avenue NB 1,866 189 2,055 5,840 3,785 0.352 C SB 2,202 223 2,425 7,234 4,809 0.335 C (1) An annual g owth rate (1.62 percent) was applied to the 2012 A.M. peak hour total volume to determine the 2018 background volume. (2) The summation of 2018 peak hour background volumes and committed trips. (3) Total capaci y determined in Table 6. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 36 December 2012 im Kimley-Horn and Associates, Inc. Traffic Impact Analysis Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions p RoadwaysHour Principal 2012 P.M. Peak Hour Volume Background Growth Peak Volume (1) 2018 P.M. Peak Hour Background Volume (2) 2018 P.M. Peak Hour Background Capacity (C) (3) 2018 P.M. Peak Hour Excess Capacity 2018 P.M. Peak Hour Background Level of Service Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS SW/SE 7th Street and SW/SE 8th Street WB 2,410 244 2,654 4,708 2,054 0.564 D EB 1,812 183 1,995 4,920 2,925 0.405 C Brickell Avenue NB 1,762 178 1,940 5,999 4,059 0.323 C SB 2,293 232 2,525 6,969 4,444 0.362 C (1) An annual growth rate (1 62 percent) was appl ed to the 2012 P.M. peak hour total volume to determine the 2018 background volume. (2) The summation of 2018 peak hour background volumes and committed trips. (3) Total capacity determined in Table 7. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 37 December 2012 Il Kimley-Horn ► f� and Associates, Inc. Traffic Impact Analysis Table 14: Future Background A.M. and P.M. Peak Hour Intersection Conditions Intersection 2018 Peak Hour Overall Level of Service A.M.(P.M.) LOS Delay (secs) SW 7th Street and SW 1st Avenue (Signalized) C(D) 32.4(43.2) S 7th Street and S Miami Avenue (Signalized) C(C) 23.8(34.4) SE 7th Street and Brickell Avenue (Signalized) D(C) 47.3(29.9) SE 5th Street and SE 1st Avenue (Unsignalized)I�1 A(B) 9.7(10.2) SE 6th Street and SE 1st Avenue (Unsignalized)I�1 A(A) 9.2(9.2) SE 5th Street and Brickell Avenue (Signalized) B(C) 16.0(27.7) SE 6th Street and Brickell Avenue (Unsignalized)I�1 A(B) 9.4(12.3) SW 8th Street and SW 1st Avenue (Signalized) D(C) 47.6(33.2) S 8th Street and S Miami Avenue (Signalized) C(C) 28.6(23.1) SE 8th Street and Brickell Plaza (Signalized) A(B) 8.3(17.7) SE 8th Street and Brickell Avenue (Signalized) E(E) 78.7(75.1) SE 6th Street and S Miami Avenue (Unsignalized)I�1 B(B) 14.9(12.0) Note: (1) Overall intersection LOS not provided for two-way stop -controlled intersections. The worst minor street movement is indicated. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 38 December 2012 r' 'lKimley-Horn and Associates, Inc. Traffic Impact Analysis Future Total Traffic Conditions Tables 15 and 16 present the results of the transportation corridor capacity analysis for the 2018 A.M. and P.M. peak hour total traffic conditions. As indicated in these tables, all corridors are expected to have sufficient capacity and are expected to operate better than the adopted levels of service (LOS E). Table 17 presents the results of the intersection capacity analysis for the 2018 A.M. and P.M. peak hour total traffic conditions. The intersection timings were optimized to reflect the change in traffic patterns in the year 2018. All of the intersections are expected to operate at their adopted level of service standard or better. Detailed SYNCHRO 8.0 outputs are included in Appendix L. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 39 December 2012 Kimley-Horn and Associates, Inc. Traffic Impact Analysis Table 15: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways 2018 A.M. Peak Hour Total Volume Project A.M. Peak Hour Distribution (Maximum) Project A.M. Peak Hour Assignment 2018 A.M. Peak Hour Total Volume (V) (1) 2018 A.M. Peak Hour Total Capacity (C) (2) 2018 A.M. Peak Hour Excess Capacity 2018 A.M. Peak Hour Total Level of Service Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips VAC Ratio LOS SE/SW 7th Street and SE/SW 8th Street 0%In 0 WB 1,989 2,007 4,708 2,701 0.426 D 13% Out 18 56% In 48 EB 3,105 3,153 5,026 1,873 0.627 D 0% Out 0 Brickell Avenue 1%In 1 NB 2,055 2,056 5,840 3,784 0.352 C 0% Out 0 20% In 17 SB 2,425 2,442 7,234 4,749 0.338 C 0% Out 0 (1) 2018 A.M. peak hour total volume (V) is defined as the sum of the project A.M. peak hour assignment and the background volume. (2) Total capacity determined in Table 12. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 40 December 2012 Kimley-Horn and Associates, Inc. Traffic Impact Analysis Table 16: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways 2018 P.M. Peak Hour Total Volume Project P.M. Peak Hour Distribution (Maximum) Project P.M. Peak Hour Assignment 2018 P.M. Peak Hour Total Volume (V) (1) 2018 P.M. Peak Hour Total Capacity (C) (2) 2018 P.M. Peak Hour Excess Capacity 2018 P.M. Peak Hour Total Level of Service Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips VAC Ratio LOS SE/SW 7th Street and SE/SW 8th Street 0%In 0 WB 2,654 2,752 4,708 1,956 0.585 D 30% Out 98 56% In 193 EB 1,995 2,188 4,920 2,732 0.445 D 0% Out 0 Brickell Avenue 1%In 4 NB 1,940 1,940 5,999 4,054 0.323 C 0% Out 0 20% In 69 SB 2,525 2,594 6,969 4,375 0.372 C 0% Out 0 (1) 2018 P.M. peak hour total volume (V) is defined as the sum of the project P.M. peak hour assignment and the background volume. (2) Total capacity determined in Table 13. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 41 December 2012 F1 Kimley-Horn and Associates, Inc. Traffic Impact Analysis Table 17: Future Total A.M. and Intersection Condi P.M. Peak Hour ions Intersection 2018 Peak Hour Overall Level of Service A.M.(P.M.) LOS Delay (secs) SW 7th Street and SW 1st Avenue (Signalized) C(D) 32.5(47.5) S 7th Street and S Miami Avenue (Signalized) C(D) 23.8(44.4) SE 7th Street and Brickell Avenue (Signalized) E(C) 58.4(30.4) SE 5th Street and SE 1st Avenue (Unsignalized)1�1 B(B) 10.2(12.5) SE 6th Street and SE 1st Avenue (Unsignalized)1�1 A(A) 9.4(9.9) SE 5th Street and Brickell Avenue (Signalized) C(C) 21.8(33.1) SE 6th Street and Brickell Avenue (Unsignalized)1�1 B(C) 10.1(15.1) SW 8th Street and SW 1st Avenue (Signalized) E(D) 64.6(40.0) S 8th Street and S Miami Avenue (Signalized) C(B) 28.9(20.5) SE 8th Street and Brickell Plaza (Signalized)121 A(C) 8.5(22.1) SE 8th Street and Brickell Avenue (Signalized) E(E) 78.6(76.1) SE 6th Street and S Miami Avenue (Unsignalized)1�1 C(B) 15.5(14.1) SE 5th Street and Residential Driveway (Unsignalized)1�1 A(A) 9.0(9.4) SE 6th Street and Retail Driveway (Unsignalized)1�1 B(D) 11.1(34.1) Note: (1) Overall intersection LOS not provided for two-way stop -controlled intersections. The worst minor street movement is indicated. (2) Signalization as part of the Brickell CitiCentre SAP K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 42 December 2012 F1Kimley-Horn and Associates, Inc. Traffic Impact Analysis PROJECT DRIVEWAY ANALYSIS As previously indicated, access to the site is provided via two (2) driveways. The driveway from SE 5th Street will serve the residential units and will operate as a full access driveway. The driveway from SE 6th Street will serve the retail component and will operate as a full access driveway. The residential driveway is proposed to operate with a proximity card reader for tenants. The retail driveway is proposed to operate with a push button ticket spitter for patrons. A queuing assessment consistent with the methodology outlined in Van Nostrand Reinhold's Parking Structures: Planning, Design, Construction, Maintenance, and Repair, 1989, was performed for the two project driveways. Results of the analysis are summarized in Table 18 and detailed analyses are included in Appendix M. Table 18: Peak Hour Entry Gate Analysis Access Point Parking Control Service Rate (vph) A.M. (P.M.) Queue' A.M. (P.M.) Available Queue Storage SE 5th Street at Residential Driveway Proximity Card Reader 300 (300) 1 veh (1 veh) 6 vehicles SE 6th Street at Retail Driveway Ticket Spitter — Push Button 257 (257) 1 veh (2 veh) 9 vehicles Number of vehicles queued behind the service position. As indicated in Table 18, all of the parking control stations have sufficient queue storage provided. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 43 December 2012 F1Kimley-Horn and Associates, Inc. Traffic Impact Analysis TRANSPORTATION CONTROL MEASURES PLAN AND PROPOSED IMPROVEMENTS A Transportation Control Measures Plan is proposed to reduce the impacts of the project traffic on the surrounding roadway network. Miami -Dade County provides public transit in close proximity to the project site. In addition, other measures to encourage people to use public transportation, promote bicycling and walking, encourage car/vanpooling and offer alternatives to the typical workday hours are strategies under consideration. Examples of these incentives include, but are not limited to: • Providing transit information within the site including route schedules and maps • Providing convenient and secure areas for bicycles • Providing other transit -oriented amenities The applicant intends to make the site bicycle/pedestrian- and transit -friendly and will consider these features for incorporation into the site. Parking Garage Interconnectivity In an effort to reduce the amount of external vehicular traffic generated within various blocks of the proposed development, parking garage interconnection is proposed within Basement Level 2 between Brickell CityCentre North 2 and Brickell CitiCentre North. Tunnels will connect the proposed development on the north and south sides of SE 6th Street which will connect to the Brickell CitiCentre development that will have connection to the east and west sides of S Miami Avenue and the development on the north and south sides of SW 7th Street. Pedestrian Interconnectivity In addition to the parking garage interconnectivity, pedestrian interconnectivity is provided in the development. An above grade (Level 2) pedestrian bridge will be provided over SE 6th Street connecting the Brickell CitiCentre North block. This will provide pedestrian connection to Brickell CitiCentre East and West via the South Miami Avenue pedestrian bridge and the SW 7th K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 44 December 2012 F1Kimley-Horn and Associates, Inc. Traffic Impact Analysis Street pedestrian bridge. These pedestrian links will help minimize at -grade pedestrian crossing between the various blocks of development. Pedestrians will also be able to access the Metromover station through these pedestrian bridges. Greenways As part of the Brickell CitiCentre SAP, a path connecting towards the Miami River Greenway under the Metromover is provided. Furthermore, a sidewalk canopy is proposed along S Miami Avenue at SE 6th Street north towards the Miami River. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 45 December 2012 Kimley-Horn and Associates, Inc. Traffic Impact Analysis CONCLUSION This traffic impact study assessed the impacts of the Brickell CitiCentre North 2 project on the surrounding transportation network. The analysis was conducted in accordance with the City of Miami requirements, analyzing transportation corridor segments and intersections. Trip generation calculations indicate that the project is expected to generate 158 new vehicular trips and 221 person -trips during the A.M. peak hour and 480 new vehicular trips and 672 person -trips during the PM. peak hour. These project trips were assigned to the roadway network based on the previously approved Brickell CitiCentre trip distribution and the cardinal trip distribution obtained from the 2035 Cost Feasible Plan. Transportation corridor segments capacity analyses and intersection capacity analyses were performed for existing conditions and for future conditions with and without project traffic. Results of the analyses demonstrate that the transportation corridors and intersections in the vicinity of the project site operate at adopted levels of service or better during both the A.M. and P.M. peak hours. The project proposes a series of improvements aimed at reducing single occupancy trips including, parking garage interconnectivity, pedestrian interconnectivity, and connections to the Miami River Greenway. These improvements will encourage people travel to and from the project to use public transportation as well as promoting bicycling and walking. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\Report\BCC TIA-1112.docx Page - 46 December 2012 Appendix Brickell CityCentre North 2 Miami, Florida Kimley-Horn and Associates, Inc. ©2012 Kimley-Horn and Associates, Inc. December 2012 043400002 APPENDIX A: Methodology Correspondence mrl Kimley-Horn ► and Associates, Inc. Memorandum To: Carlos Cruz-Casas, P.E. City of Miami From: Adrian K. Dabkowski. P.E. i,A r[ PTOE Greg S. Kyle, AICPI Cc: Chris Gandolfo, Swire Properties, Inc. Spencer Crowley, Akerman Senterfitt, LLP Sherri Gutierrez, Arquitectonica Date: October 30, 2012 Subject: Brickell CitiCentre North2 Traffic Impact Analysis Methodology ■ 5200 NW 33rd Avenue Suite 109 Fort Lauderdale, Florida 33309 The purpose of this memorandum is to summarize the traffic impact analysis methodology as discussed at our October 16, 2012, meeting. The proposed development is bounded by SE 5th Street to the north, SE 6th Street to the south, South Miami Avenue to the west, and SE 1st Avenue to the east. Currently, the proposed development parcel is vacant with a small area of surface parking. The proposed development includes approximately 120,000 square -feet of retail and 350 residential condominiums. The following items were discussed at the meeting. Trip Generation Trip generation calculations for the proposed development were performed using Institute of Transportation Engineer's (ITE) Trip Generation, 8th Edition. ITE Land Use Code 820: Shopping Center was used for the retail component and ITE Land Use Code 232: High -Rise Residential Condominium was used for the multi -family residential units. Project trips were estimated for the A.M. and P.M. peak hours. A portion of the trips generated by the development will be captured internally on the site. Internal capture rates consistent with the Brickell CitiCentre Special Area Plan (SAP) were used and are based upon values contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, June 2004. The internal capture rate for the project is 31.1 percent during A.M. peak hour and 25.6 percent during the P.M. peak hour. In addition to the internal capture, a 10 percent multimodal reduction factor was applied to the driveway volumes. This reduction factor is intended to capture the characteristics of the urban environment in which the project site is located. It is anticipated that area residents will walk to nearby destinations such as retail establishments and local ■ TEL 954 535 5100 FAX 954 739 2247 r Kimley-Horn and Associates, Inc. Carlos Cruz-Casas, P.E., October 30, 2012, Pg. 2 places of interest such as Brickell CitiCentre and Mary Brickell Village, and patrons of the site's retail establishments will walk from nearby residential developments. In addition, a portion of the trips will access the project via mass transit. ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips were reduced by 16 percent to adjust for these vehicle occupancy assumptions. The project is expected to generate 158 net new A.M. peak hour vehicular trips (221 person - trips) and 480 net new P.M. peak hour vehicular trips (672 person -trips). Detailed trip generation calculations for the project are presented in Attachment A. Trip Distribution Trip distribution will be determined using the a) Brickell CitiCentre trip distribution and b) the cardinal distribution from the appropriate Traffic Analysis Zone (TAZ) in the Miami -Dade County's MPO 2035 Cost Affordable Plan model. The appropriate TAZ for this development is 568. The cardinal trip distribution from the model for TAZ 569 is provided in Attachment B. Background Traffic Forecast/Major Committed Development Consistent with the Brickell CitiCentre SAP, future traffic growth on the transportation network was determined based upon historic growth trends for the most recent 5 and 10 year periods, at nearby Florida Department of Transportation (FDOT) traffic count stations, and a comparison of the 2005 and 2035 traffic volume plots from the Southeast Florida Regional Planning Model (SERPM). Table 1 provides a summary of the analysis. The following FDOT count stations were referenced for this analysis: • Count station no. 550 located on Brickell Avenue south of the Miami River Bridge • Count station no. 5042 located on Brickell Avenue south of SE 8th Street • Count station no. 5090 located on SE 8th Street west of Brickell Avenue • Count station no. 5091 located on SE 7th Street west of Brickell Avenue rmgriKimley-Horn and Associates, Inc. Carlos Cruz-Casas, P.E., October 30, 2012, Pg. 3 Table 1: Growth Analysis Summary 5-year Historical Trend Analysis 10-year Historical Trend Analysis SERPM Forecast Area wide Final Growth Rate 2005 Volume 2035 Volume Trend Brickell Avenue south of the Miami River Bridge 4.92% 0.69% 587,000 872,700 1.62% 1.62% Brickell Avenue south of SE 8th Street 1.10% -1.02% SE 8th Street west of Brickell Avenue 0.00% -1.04% SE 7th Street west of Brickell Avenue 1.68% 2.94% Average 1.38% 0.39% As indicated in Table 1, the 5-year historical trend analysis determined the growth rate to be 1.38 percent (1.38%). The 10-year historical trend growth rate was determined to be 0.39 percent (0.39%). Traffic volumes for area roadways obtained from the SERPM plots were used to calculate a linear growth rate. The SERPM growth rate analysis considered a broader area that includes the overall Brickell District. The calculations for the SERPM volumes determined a linear growth rate of 1.62 percent (1.62%). In order to provide a conservative analysis, a compound growth rate of 1.62 percent will be used in the analysis. Historical traffic count data, SERPM model volume plots and growth trend calculations are included in Appendix C. Major Committed Development City of Miami staff was contacted to determine if any projects that have been approved but not yet completed in the vicinity of the project site should be accounted for in this analysis. The following developments were reviewed and will be included as background traffic. • 600 Brickell • 1101 Brickell • The Beacon rmgriKimley-Horn and Associates, Inc. Carlos Cruz-Casas, P.E., October 30, 2012, Pg. 4 • 888 Brickell • Premiere Towers • My Brickell/Brickell Station • Millecento/1100 South Miami Avenue • Brickell CitiCentre Study Area The following intersections and roadway segments will be examined as part of the study area: • SW 15t Avenue and SW 7th Street/SR 90/US 41 • SW 1st Avenue and SW 8th Street/SR 90/US 41 • S Miami Avenue and SE 6th Street • S Miami Avenue and SW 7th Street/SR 90/US 41 • S Miami Avenue and SW 8th Street/SR 90/US 41 • SE 8th Street/SR 90/US 41 and Brickell Plaza • SE 5th Street and Brickell Avenue/SR 5/US 1 • SE 6th Street and Brickell Avenue/SR 5/US 1 • SE 7th Street and Brickell Avenue/SR 5/US 1 • SE 8th Street and Brickell Avenue/SR 5/US 1 • SE 6th Street and SE 1st Avenue • SE 5th Street and SE 1st Avenue Project driveways will also be included in the study area/analysis. The following corridors were identified for analysis: • SW/SE 7th Street between South Miami Avenue and SW 1st Avenue • SW/SE 8th Street between South Miami Avenue and SW 1st Avenue • Brickell Avenue south of SE 8th Street (northbound) • Brickell Avenue north of SE 5th Street (southbound) Data Collection Due to the ongoing construction in the Brickell Area, traffic data previously collected as part of the Brickell CitiCentre SAP and FDOT's Arterial Safety Study along Brickell Avenue from SE 5th Street to SE 8th Street will be used in this analysis. The background growth calculated, will be applied to traffic data to establish year 2012 (existing) conditions. Intersections and roadway segments will be analyzed during the A.M. (7:30-9:30 A.M.) and P.M. (4:00-6:00 P.M.) peak periods. All traffic counts will be adjusted to account for seasonality using the appropriate FDOT seasonal factors. Signal timing information will be obtained from Miami -Dade County Public Works Department —Signals and Signs Division. Kimley-Horn and Associates, Inc. Carlos Cruz-Casas, P.E., October 30, 2012, Pg. 5 Capacity Analysis Capacity analyses will be conducted for the A.M. and P.M. peak hour at all identified intersections and corridors. Intersection analyses will be performed using the Highway Capacity Manual 2010/2000 (HCM) methodology. A detailed operations analysis for the project driveways and study area intersections will be prepared. Corridor analyses will be conducted using information from the Miami DRI-II (i.e. person -trip capacity) and the FDOT Quality/LOS Handbook. If intersection or roadway deficiencies are identified, strategies and improvements will be developed as mitigation measures. In addition, all project driveways will be addressed in this analysis with respect to access (controlled/uncontrolled) and queuing. Site parking information will also be provided in the report. Loading area maneuverability will also be addressed utilizing AutoTURN software. Please note that background and future total capacity analyses will include the FDOT programmed improvements to the following intersections along Brickell Avenue. • SE 5th Street and Brickell Avenue/SR 5/US 1 • SE 6th Street and Brickell Avenue/SR 5/US 1 • SE 7th Street and Brickell Avenue/SR 5/US 1 • SE 8th Street and Brickell Avenue/SR 5/US 1 Thoroughfare Diagram As part of the Special Area Plan submittal, a roadway thoroughfare diagram will be submitted. The diagram will consist of existing and proposed roadway laneage within the study area. Transportation Accommodations Section A section in the report will discuss non -passenger vehicle transportation and internal transportation access. Specifically, this section will discuss: accommodations for bicycles and identify bicycle parking areas; discuss internal transportation access, such as tunnels connecting the below -grade parking garages, and discussion of overhead pedestrian bridges connecting the various blocks of development; and the proposed City of Miami trolley service stops and locations. Additionally, area greenways will be examined as well as the connection between the proposed development and the 8th Street Metromover Station. Documentation The results of the analysis will be summarized in a report. The report shall include all necessary supporting documents including signal timings, lane geometry, and software output sheets. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\correspondence\memos\10 18 12 Brickell CitiCentre North2 - Traffic Study Methodology.doc Attachment A TRIP GENERATION AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES INTERNAL CAPTURE(I) EXTERNAL PROJECT TRIPS 10% MULTIMODAL REDUCTION FACTOR NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out 1 High -Rise Residential Condominium/Townhouse 8 232 350 du 19% 81 % 25 105 130 20.0% 26 12 92 104 10.0% 10 7 87 94 2 Shopping Center 8 820 120 ksf 61 % 39% 105 67 172 40.0% 68 71 33 104 10.0% 10 66 28 94 3 4 5 6 7 8 9 10 11 12 Total: 130 172 302 31.1 % 94 83 125 208 9.6% 20 73 115 188 Note: (t) Internal Capture Rates Consistent with values used in Brickell CitiCentre PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION DRIVEWAY VOLUMES INTERNAL CAPTURE(1) EXTERNAL PROJECT TRIPS 10% MULTIMODAL REDUCTION FACTOR NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out 1 High -Rise Residential Condominium/Townhouse 8 232 350 du 62% 38% 83 51 134 55.0% 74 46 14 60 10.0% 6 43 11 54 2 Shopping Center 8 820 120 ksf 49% 51 % 352 367 719 20.0% 144 280 295 575 10.0% 58 251 266 517 3 4 5 6 7 8 9 10 11 12 Total: 435 418 853 25.6% 218 326 309 635 10.1 % 64 294 277 571 Note: (t) Internal Capture Rates Consistent with values used in Brickell CitiCentre K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\trip gen\tripgen - BCC North2 - 2018 with credit.xlsx: PRINT DAY -with 2 PEAKS 10/29/2012,9:29 AM PROPOSED AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS INTERNAL CAPTURE(1) EXTERNAL TRIPS 10 % MULTIMODAL REDUCTION FACTOR NET NEW PROJECT TRIPS Land Use ITE ITE ITE Edition Code Scale Units Percent In Out In Out Total IC Percent Trips In Out Total Percent Trips In Out Total 1 High -Rise Residential Condominium/T 8 232 350 du 19% 81% 25 105 130 20.0% 26 12 92 104 10.0% 10 7 87 94 2 Shopping Center 8 820 120 ksf 61% 39% 105 67 172 40.0% 68 71 33 104 10.0% 10 66 28 94 3 4 5 6 7 8 9 10 11 12 ITE Code Equation 232 Y=0.29*(X)+28.86 820 LN(Y) = 0.59*LN(X)+2.32 Net New Development 16% VOF Reduction Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) Note: (1) Internal Capture Rates Consistent with values used in Brickell CitiCentre 130 172 302 31.1% 94 83 125 208 10.0% 20 73 115 188 12 18 30 61 97 158 85 136 221 PROPOSED PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS !DISTRIBUTION! PROJES CTS TRIPS I CAPTURELI I EXTERNAL PROJECT TRIPS I REDUCTIONIMODAL NET NEW FACTOR I PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out In Out Total Percent IC Trips In Out Total Percent Trips In Out Total 1 High -Rise Residential Condominium/T 8 232 350 du 62% 38% 83 51 134 55.0% 74 46 14 60 10.0% 6 43 11 54 2 Shopping Center 8 820 120 ksf 49% 51% 352 367 719 20.0% 144 280 295 575 10.0% 58 251 266 517 3 4 5 6 7 8 9 10 11 12 ITE Code Equation 232 Y=0.34*(X)+15.47 820 LN(Y) = 0.67*LN(X)+3.37 Net New Development 16% VOF Reduction Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) Note: (1) Internal Capture Rates Consistent with values used in Brickell CitiCentre 435 418 853 25.6% 218 326 309 635 10.0% 64 294 277 571 47 44 91 247 233 480 346 326 672 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\trip gen\tripgen - BCC North2 - 2018 with credit.xlsx: PRINT -PEAK HOUR 10/29/2012,9:30 AM Attachment B PERCENT 13.09 7.93 3.43 5.42 11.36 20.72 19.23 18.82 545 3245 TRIPS 134 78 53 65 101 171 173 153 928 PERCENT 14.44 8.41 5.71 7 10.88 18.43 18.64 16.49 546 3246 TRIPS 684 414 271 223 459 799 743 778 4,371 PERCENT 15.65 9.47 6.2 5.1 10.5 18.28 17 17.8 547 3247 TRIPS 36 26 14 17 31 54 49 46 273 PERCENT 13.19 9.52 5.13 6.23 11.36 19.78 17.95 16.85 548 3248 TRIPS 690 418 137 249 450 1001 894 957 4,796 PERCENT 14.39 8.72 2.86 5.19 9.38 20.87 18.64 19.95 549 3249 TRIPS 766 348 138 238 477 1184 983 1098 5,232 PERCENT 14.64 6.65 2.64 4.55 9.12 22.63 18.79 20.99 550 3250 TRIPS 140 91 74 76 102 257 268 219 1,227 PERCENT 11.41 7.42 6.03 6.19 8.31 20.95 21.84 17.85 551 3251 TRIPS 258 115 58 91 226 490 422 393 2,053 PERCENT 12.57 5.6 2.83 4.43 11.01 23.87 20.56 19.14 552 3252 TRIPS 210 99 46 74 160 338 321 323 1,571 PERCENT 13.37 6.3 2.93 4.71 10.18 21.51 20.43 20.56 553 3253 TRIPS 319 169 55 79 237 495 463 513 2,330 PERCENT 13.69 7.25 2.36 3.39 10.17 21.24 19.87 22.02 554 3254 TRIPS 786 318 111 106 689 1465 1411 1333 6,219 PERCENT 12.64 5.11 1.78 1.7 11.08 23.56 22.69 21.43 555 3255 TRIPS 1227 792 157 245 1320 3173 3640 3306 13,860 PERCENT 8.85 5.71 1.13 1.77 9.52 22.89 26.26 23.85 556 3256 TRIPS 990 460 71 74 728 1495 1357 1703 6,878 PERCENT 14.39 6.69 1.03 1.08 10.58 21.74 19.73 24.76 557 3257 TRIPS 458 248 179 183 270 636 839 642 3,455 PERCENT 13.26 7.18 5.18 5.3 7.81 18.41 24.28 18.58 558 3258 TRIPS 177 115 23 65 86 238 221 224 1,149 PERCENT 15.4 10.01 2 5.66 7.48 20.71 19.23 19.5 559 3259 TRIPS 0 0 0 0 0 0 0 0 - PERCENT 0 0 0 0 0 0 0 0 560 3260 TRIPS 61 42 18 21 37 61 58 58 356 PERCENT 17.13 11.8 5.06 5.9 10.39 17.13 16.29 16.29 561 3261 TRIPS 171 125 41 81 92 204 189 206 1,109 PERCENT 15.42 11.27 3.7 7.3 8.3 18.39 17.04 18.58 562 3262 TRIPS 0 1 2 1 2 5 5 0 16 PERCENT 0 6.25 12.5 6.25 12.5 31.25 31.25 0 563 3263 TRIPS 576 505 343 212 272 464 511 790 3,673 PERCENT 15.68 13.75 9.34 5.77 7.41 12.63 13.91 21.51 564 3264 TRIPS 859 1200 528 201 394 1002 976 1452 6,612 PERCENT 12.99 18.15 7.99 3.04 5.96 15.15 14.76 21.96 565 3265 TRIPS 2437 2199 709 477 1108 2433 2961 3423 15,747 PERCENT 15.48 13.96 4.5 3.03 7.04 15.45 18.8 21.74 566 3266 TRIPS 13 8 5 4 6 9 7 8 60 PERCENT 21.67 13.33 8.33 6.67 10 15 11.67 13.33 567 3267 TRIPS 148 76 20 55 77 197 269 182 1,024 PFRCFNT 14 45 7 47 1 95 5 37 759 1994 9697 1777 568 3268 TRIPS 1762 668 121 218 871 2542 2888 2794 11,864 PERCENT 14.85 5.63 1.02 1.84 7.34 21.43 24.34 23.55 569 3269 IKIYS bLU 3UI 12 // ill I/Z3I I/bL li391 6,23I5 PERCENT 9.1 4.42 0.18 1.13 5.44 26.13 25.85 27.75 570 3270 TRIPS 1578 599 20 173 347 1804 2139 2251 8,911 PERCENT 17.71 6.72 0.22 1.94 3.89 20.24 24 25.26 571 3271 TRIPS 3799 1122 206 493 1044 4305 4163 4698 19,830 PERCENT 19.16 5.66 1.04 2.49 5.26 21.71 20.99 23.69 572 3272 TRIPS 1234 425 181 157 467 1235 1224 1437 6,360 PERCENT 19.4 6.68 2.85 2.47 7.34 19.42 19.25 22.59 573 3273 TRIPS 1456 920 119 189 462 1106 1351 1445 7,048 PERCENT 20.66 13.05 1.69 2.68 6.56 15.69 19.17 20.5 574 3274 TRIPS 987 1017 354 186 420 949 888 1085 5,886 PERCENT 16.77 17.28 6.01 3.16 7.14 16.12 15.09 18.43 575 3275 TRIPS 1231 755 147 155 360 839 1065 1113 5,665 PERCENT 21.73 13.33 2.59 2.74 6.35 14.81 18.8 19.65 576 3276 TRIPS 2244 986 150 80 351 1087 1277 2028 8,203 PERCENT 27.36 12.02 1.83 0.98 4.28 13.25 15.57 24.72 577 3277 TRIPS 1939 550 4 162 225 1607 1419 1647 7,553 PERCENT 25.67 7.28 0.05 2.14 2.98 21.28 18.79 21.81 578 3278 TRIPS 591 181 25 71 37 523 570 480 2,478 B-17 Attachment C Growth Rate Calculations from 5-year and 10-year Historical Data Station Number Location Historical Growth 5-year Linear 5-year Exponential 10-year Linear 10-year Exponential 0550 SR 5/Brickell Avenue 200 feet South of Miami River Bridge 4.92% 4.59% 0.69% 0.68% 5042 SR 5/Brickell Avenue 200 feet South of SE 8th Street -1.10% -1.12% -1.02% -1.07% 5090 SR 90/SW 8th Street 200 feet West of Brickell Avenue 0.00% 0.00% -1.04% -1.09% 5091 SR 90/SW 7th Street 200 feet West of Brickell Avenue 1.68% 1.64% 2.94% 2.64% Total 1.38% 1.28% 0.39% 0.29% K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\growth rates\Growth Rate Comparison.xls Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 0550 - SR 5/US-1, 200' S MIAMI RIVER BRIDG Year AADT Direction 1 2011 36500 C N 17500 2010 36500 C N 18000 2009 31500 C N 15500 2008 31500 C N 16000 2007 31500 C N 16000 2006 28500 C N 14500 2005 34000 C N 16000 2004 34000 C N 17500 2003 31000 C N 14500 2002 35000 C N 17500 2001 36000 C N 17500 2000 39000 C N 18000 1999 32500 C N 15500 1998 39000 C N 18500 1997 27500 C N 13000 1996 27500 C N 13000 Direction 2 *K Factor S 19000 S 18500 S 16000 S 15500 S 15500 S 14000 S 18000 S 16500 S 16500 S 17500 S 18500 S 21000 S 17000 S 20500 S 14500 S 14500 D Factor T Factor 9.00 58.20 7.87 58.27 7.98 59.96 8.07 66.31 7.90 63.12 7.39 58.66 7.70 65.70 8.20 67.10 8.10 72.30 9.20 68.00 8.20 53.50 8.20 53.10 9.10 52.70 9.50 52.70 9.10 64.50 8.50 53.10 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values 3.90 4.30 4.90 3.70 3.50 8.00 5.50 4.90 3.40 4.30 3.00 3.20 4.90 3.30 2.30 2.90 70000 60000 • 50000 > 40000 c.) 4- L it • 30000 as a� 20000 a) 10000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 1,500 75.0% 4.92% 4.11% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31500 30500 2008 31500 32000 2009 31500 33500 2010 36500 35000 2011 36500 36500 2022 Opening Year Trend 2022 N/A 53000 2023 Mid -Year Trend 2023 N/A 54500 2024 Design Year Trend 2024 N/A 56000 TRANPLAN Forecasts/Trends *Axle -Adjusted 80000 70000 60000 U) E 50000 a) 40000 L as 30000 a) 20000 a) 10000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 75.0% 4.59% 4.51% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31500 30600 2008 31500 32000 2009 31500 33400 2010 36500 34900 2011 36500 36500 2022 Opening Year Trend 2022 N/A 59400 2023 Mid -Year Trend 2023 N/A 62000 2024 Design Year Trend 2024 N/A 64800 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 212 6.0% 0.69% 0.61 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 35000 32000 2003 31000 32300 2004 34000 32500 2005 34000 32700 2006 28500 32900 2007 31500 33100 2008 31500 33300 2009 31500 33500 2010 36500 33700 2011 36500 34000 2022 Opening Year Trend 2022 N/A 36300 2023 Mid -Year Trend 2023 N/A 36500 2024 Design Year Trend 2024 N/A 36700 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 5.4% 0.68% 0.57% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 35000 32000 2003 31000 32200 2004 34000 32400 2005 34000 32600 2006 28500 32800 2007 31500 33000 2008 31500 33200 2009 31500 33400 2010 36500 33600 2011 36500 33800 2022 Opening Year Trend 2022 N/A 36200 2023 Mid -Year Trend 2023 N/A 36400 2024 Design Year Trend 2024 N/A 36600 TRANPLAN Forecasts/Trends *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 5042 - SR 5/US-1, 200' S SE 8 ST/SR 90/TAMIAMI TRL Year AADT Direction 1 2011 28000 C N 14000 2010 33000 C N 16000 2009 32500 C N 15500 2008 30500 C N 14500 2007 31000 C N 14000 2006 34500 C N 15500 2005 32500 C N 14500 2004 35500 C N 16500 2003 31000 C N 14000 2002 33000 C N 16000 2001 32500 C N 15000 2000 32000 C N 14500 1999 29000 C N 12500 1998 32500 C N 15000 1997 27500 C N 12500 1996 28000 C N 13000 Direction 2 *K Factor S 14000 S 17000 S 17000 S 16000 S 17000 S 19000 S 18000 S 19000 S 17000 S 17000 S 17500 S 17500 S 16500 S 17500 S 15000 S 15000 D Factor T Factor 9.00 58.20 2.00 7.87 58.27 2.00 7.98 59.96 1.70 8.07 66.31 1.90 7.90 63.12 1.80 7.39 58.66 12.00 7.70 65.70 4.40 8.20 67.10 4.40 8.10 72.30 4.40 9.20 68.00 3.00 8.20 53.50 5.20 8.20 53.10 3.00 9.10 52.70 3.30 8.10 52.70 3.30 9.10 64.50 2.30 8.50 53.10 2.90 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values 35000 30000 25000 > 20000 c.) 4- L it • 15000 as a� 10000 a) 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 Ho Observed Count -Fitted Curve County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: -350 7.9% - 1.10% - 1.14% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31000 31700 2008 30500 31400 2009 32500 31000 2010 33000 30700 2011 28000 30300 2022 Opening Year Trend 2022 N/A 26500 2023 Mid -Year Trend 2023 N/A 26100 2024 Design Year Trend 2024 N/A 25800 TRANPLAN Forecasts/Trends *Axle -Adjusted 35000 30000 m 0 25000 > 20000 c.) 4- L it • 15000 a� 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 9.3% - 1.12% - 1.26% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31000 31700 2008 30500 31300 2009 32500 30900 2010 33000 30600 2011 28000 30200 2022 Opening Year Trend 2022 N/A 26300 2023 Mid -Year Trend 2023 N/A 26000 2024 Design Year Trend 2024 N/A 25700 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 = Observed Count Fitted Curve I County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: -336 22.8% - 1.02% - 1.08% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 33000 33700 2003 31000 33300 2004 35500 33000 2005 32500 32700 2006 34500 32300 2007 31000 32000 2008 30500 31600 2009 32500 31300 2010 33000 31000 2011 28000 30600 2022 Opening Year Trend 2022 N/A 26900 2023 Mid -Year Trend 2023 N/A 26600 2024 Design Year Trend 2024 N/A 26300 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 23.5% - 1.07% - 1.07% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 33000 33700 2003 31000 33300 2004 35500 33000 2005 32500 32600 2006 34500 32300 2007 31000 31900 2008 30500 31600 2009 32500 31200 2010 33000 30900 2011 28000 30600 2022 Opening Year Trend 2022 N/A 27100 2023 Mid -Year Trend 2023 N/A 26900 2024 Design Year Trend 2024 N/A 26600 TRANPLAN Forecasts/Trends *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 5090 - SR 90/US-41/SW 8 ST/ONE-WAY EB, 200' W SR 5/US-1 Year AADT Direction 1 Direction 2 *K Factor D Factor T Factor 2011 12500 C E 12500 0 9.00 99.90 6.10 2010 11000 C E 11000 0 7.87 99.99 8.30 2009 13000 C E 13000 0 7.98 99.99 4.70 2008 12000 C E 12000 0 8.07 99.99 5.90 2007 12000 C E 12000 0 7.90 99.99 6.40 2006 11000 C E 11000 0 7.39 99.99 9.50 2005 11500 C E 11500 B 7.70 99.90 5.50 2004 11000 C E 11000 B 8.20 99.90 7.00 2003 14500 C E 14500 B 8.10 99.90 4.30 2002 13000 C E 13000 B 9.20 99.90 4.50 2001 13500 C E 13500 B 8.20 99.90 6.50 2000 14500 C E 14500 B 8.20 99.90 4.80 1999 13500 C E 13500 B 9.10 99.90 5.30 1998 13000 C E 13000 B 9.30 99.90 5.20 1997 11000 C E 11000 B 9.10 99.90 7.60 1996 11000 C E 11000 B 8.50 99.90 8.40 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values 14000 12000 10000 > 8000 4- L it • 6000 a� 4000 a) 2000 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue 0 = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2007 2012 2017 2022 2025 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 0 0.0% 0.00% 0.00% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 12000 12100 2008 12000 12100 2009 13000 12100 2010 11000 12100 2011 12500 12100 2022 Opening Year Trend 2022 N/A 12100 2023 Mid -Year Trend 2023 N/A 12100 2024 Design Year Trend 2024 N/A 12100 TRANPLAN Forecasts/Trends *Axle -Adjusted 14000 12000 m 10000 > 8000 4- L it 6000 4000 2000 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue 0 = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2007 2012 2017 2022 2025 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 0.0% 0.00% -0.06% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 12000 12100 2008 12000 12100 2009 13000 12100 2010 11000 12100 2011 12500 12100 2022 Opening Year Trend 2022 N/A 12000 2023 Mid -Year Trend 2023 N/A 12000 2024 Design Year Trend 2024 N/A 12000 TRANPLAN Forecasts/Trends *Axle -Adjusted 16000 14000 12000 E 10000 8000 as L 6000 a) 4000 a) 2000 0 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2002 2007 2012 2017 2022 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: -127 10.6% -1.04% -1.06% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 13500 12800 2003 14500 12600 2004 11000 12500 2005 11500 12400 2006 11000 12300 2007 12000 12100 2008 12000 12000 2009 13000 11900 2010 11000 11800 2011 12500 11600 2022 Opening Year Trend 2022 N/A 10200 2023 Mid -Year Trend 2023 N/A 10100 2024 Design Year Trend 2024 N/A 10000 TRANPLAN Forecasts/Trends *Axle -Adjusted 16000 14000 12000 U) E 10000 8000 as L 6000 a) 4000 a) 2000 0 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2002 2007 2012 2017 2022 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 9.3% -1.09% -0.91% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 13500 12700 2003 14500 12600 2004 11000 12400 2005 11500 12300 2006 11000 12200 2007 12000 12100 2008 12000 12000 2009 13000 11900 2010 11000 11800 2011 12500 11600 2022 Opening Year Trend 2022 N/A 10500 2023 Mid -Year Trend 2023 N/A 10400 2024 Design Year Trend 2024 N/A 10300 TRANPLAN Forecasts/Trends *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 5091 - SR 90/US-41/SW 7 ST/ONE-WAY WB, 200' W SR 5/US-1 Year AADT Direction 1 Direction 2 *K Factor D Factor T Factor 2011 13000 C W 13000 0 9.00 99.90 6.10 2010 12000 C W 12000 0 7.87 99.99 8.30 2009 12000 C W 12000 0 7.98 99.99 4.70 2008 13000 C W 13000 0 8.07 99.99 5.90 2007 11500 C W 11500 0 7.90 99.99 6.40 2006 11000 C W 11000 0 7.39 99.99 9.50 2005 11500 C W 11500 0 7.70 99.90 5.50 2004 11500 C W 11500 0 8.20 99.90 7.00 2003 10000 C W 10000 0 8.10 99.90 4.30 2002 9900 C W 9900 0 9.20 99.90 4.50 2001 10500 C W 10500 0 8.20 99.90 6.50 2000 10000 C W 10000 0 8.20 99.90 4.80 1999 9900 C W 9900 0 9.10 99.90 5.30 1998 8900 C W 8900 0 12.40 99.90 5.20 1997 8500 C W 8500 0 9.10 99.90 7.60 1996 9100 C W 9100 0 8.50 99.90 8.40 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values pa;sn (pd-aIxd, spuaal/s;seoaaod NV1dNVH11 00E91. 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V/N £ZOZ puaal creak-P!W £Z0Z 00£L L V/N ZZOZ puaal aeaA 6u!uedO ZZOZ 006ZI- 000£6 660Z 009Z1. 000Z1. 060Z 00£ZI- OOOZI- 600Z 000ZI- 000£6 800Z 00966 009 U- LOOZ 00£6. 00061. 900Z 00066 00566 900Z 00801- 0091-1- 1700Z 00901- 00001. £OOZ OOZ0I- 0066 ZOOZ „puaal ;unoa JeaA (lab^d/laid) a!lleal uoi;dp y;MoJO Ie!;ueuodx3 Z 6-]o0-bZ %89'Z %b9' Z %0' bL :pa;uud :(aeaA u6!saa o; 1.1.OZ) NM pepunodwo3 :Neu y;nnoao auo;s!H ienuuv papunodwoa :paaenbs-b puaal ZZOZ JeaA L60Z Z60Z L00Z Z00Z TeaJTS LPL MS/06 HS 6609 aped-!we!IN :Aenny6!H :# uoi,elS :A;unoa anan0 pa11i�- Auno3 panaasg0= anuanV I1013!-J8 M .00Z -- LIU MS/06 21S SON3N1 OIddV I1 0 000Z 00017 0009 0008 00001- 000ZI- 000b6 00091- 00086 0000Z (lea/seI3!ueA) 3! 4Wl /lied 86ei8AV Growth Rate Calculations from 2005 and 2035 SERPM Plots Location Model Volumes (AADT) Growth Rate (%) 2005 2035 Diff 3rd Avenue 1,800 2,800 1,000 1.85% 2nd Avenue 4,500 8,300 3,800 2.81% 9,100 13,700 4,600 1.68% 13,900 21,800 7,900 1.89% 16,400 26,000 9,600 1.95% 16,400 26,000 9,600 1.95% 1st Avenue 6,900 14,700 7,800 3.77% 8,500 10,200 1,700 0.67% 2,900 11,100 8,200 9.43% Miami Avenue 8,600 13,300 4,700 1.82% 10,200 17,100 6,900 2.25% 8,500 16,200 7,700 3.02% 4,100 10,900 6,800 5.53% 9,600 28,100 18,500 6.42% 9,600 28,100 18,500 6.42% Brickell Avenue 21,200 28,500 7,300 1.15% 37,600 52,300 14,700 1.30% 47,500 64,100 16,600 1.16% 40,300 54,400 14,100 1.17% 40,300 54,300 14,000 1.16% 42,200 58,600 16,400 1.30% 4th Street 5,000 7,100 2,100 1.40% 12,500 18,500 6,000 1.60% 5th Street 2,600 6,100 3,500 4.49% 6,000 12,800 6,800 3.78% 7th Street 22,000 29,100 7,100 1.08% 20,200 26,400 6,200 1.02% 20,000 26,100 6,100 1.02% 20,400 26,600 6,200 1.01% 22,200 27,300 5,100 0.77% 19,600 26,500 6,900 1.17% 8th Street 24,500 31,800 7,300 0.99% 15,500 23,900 8,400 1.81% 11,700 17,100 5,400 1.54% 13,400 18,000 4,600 1.14% 13,100 17,700 4,600 1.17% Total 587,000 872,700 285,700 1.62% K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\growth rates\Growth Rate Comparison.xls 2005 SERPM Network - Model Volumes 600 2100 4900 12500 19700 22400 17300 20500 24800 28000 24500 % o 8000 8600 .. o 16800 15500 22200 125p0 2600 0 a 0 1900 19600 11700 14000 15300 13100 9100 00 NUM_LANES=1 NUM LAN ES=2 NUM LAN ES=3 NUM LAN ES=4 NUM LAN ES=5 NUM LAN ES>5 FTC1=50IIFTC2=51 Licensed to Kimley-Horn and Associates, Inc. 2035 SERPM 6.5 Network - Model Volumes 31800 23800 26700 17700 391p0 NUM_LANES=1 NUM_LANES=2 NUM_LANES=3 NUM_LANES=4 NUM_LANES=5 NUM LANES>5 FTC2=51-57 Licensed to Kimley-Horn and Associates, Inc. Rairden, lan To: Subject: Dabkowski, Adrian RE: Brickell CitiCentre North2 Traffic Study Methodology From: Cruz-Casas, Carlos [mailto:Ccruz-casas@miamigov.com] Sent: Thursday, November 08, 2012 3:00 PM To: Dabkowski, Adrian Cc: cgandolfo@swireprops.com; spencer.crowley@akerman.com; sgutierrez@arquitectonica.com Subject: RE: Brickell CitiCentre North2 Traffic Study Methodology Mr. Dabkowski, The City has no further comments on the referenced methodology. Regards, carlos cruz-casas, p.e. city of miami - office of transportation 444 sw 2nd avenue, 8th floor miami, fl 33130 p: 305.416.10921f: 305.416.1019 e: ccruz-casas@miamigov.com From: Adrian.Dabkowski@Kimley-horn.com [mailto:Adrian.Dabkowski@Kimley-horn.com] Sent: Tuesday, October 30, 2012 10:10 AM To: Cruz-Casas, Carlos Cc: cgandolfo@swireprops.com; spencer.crowley@akerman.com; sgutierrez@arquitectonica.com Subject: Brickell CitiCentre North2 Traffic Study Methodology Good Morning Carlos, Attached please find our proposed Brickell CitiCentre North2 traffic study methodology. Please let me know if the City has any comments. Thanks Adrian Adrian K. Dabkowski, P.E. (LA), PTOE iirnley-Horn Mr I and Associates, Inc. 5200 NW 33rd Avenue, Suite 109 Fort Lauderdale, Florida 33309 Phone: 954-535-5144 Fax: 954-739-2247 1 APPENDIX B: Traffic Count Data Intersection Turning Movement Counts ci 3t, 4( 4i Miawl,i i N_Dcreia. t'4axck 2-4 (zo l l arabotk. iio '. LAA.is ecdottu: Ito S�,c3n cLi:zed SW 7 STREET & SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. 7ST LAVE Page 1 SW 1 AVENUE From North ISW 7 STREET From East SSW 1 AVENUE IFrom South ISW 7 STREET From West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total Date 03/24/11 07:30 0 0 55 39 0 10 155 0 0 0 0 0 0 0 0 0 259 07:45 0 0 60 48 0 18 146 0 0 0 0 0 0 0 0 0 272 08:00 0 0 101 59 0 12 174 0 0 0 0 0 0 0 0 0 346 08:15 0 0 105 63 j 0 19 213 0 0 0 0 0 1 0 0 0 0 400 Hr Total 0 0 321 209 0 59 688 0 0 0 0 0 1 0 0 0 0 1 1277 08:30 0 0 149 69 0 29 202 0 0 0 0 0 0 0 0 0 449 08:45 0 0 158 75 0 24 177 0 0 0 0 0 0 0 0 0 434 09:00 0 0 164 68 I 0 39 189 0 0 0 0 0 0 0 0 0 460 09:15 0 0 120 82 I 0 30 191 0 0 0 0 0 0 0 0 0 423 Hr Total 0 0 591 294 I 0 122 759 0 0 0 0 0 0 0 0 0 1766 * BREAK 15:30 0 0 0 0 1 0 0 0 0[ 0 0 0 0] 0 0 0 0 0 15:45 0 0 0 0( 0 0 0 0] 0 0 0 0] 0 0 0 0 i 0 16:00 0 0 101 65 ( 0 39 314 0 0 0 0 0 J 0 0 0 0 519 16:15 0 0 46 52 0 47 292 0 0 0 0 0 0 0 0 0 437 Hr Total 0 0 147 117 ( 0 86 606 0 1 0 0 0 0 0 0 0 0 956 16:30 0 0 132 94 0 23 301 0 0 0 0 0 0 0 0 0 550 16:45 0 0 109 67 0 75 295 0 0 0 0 0 j 0 0 0 0 546 17:00 0 0 132 63 0 46 273 0 0 0 0 0 j 0 0 0 0 514 17:15 0 0 146 54 1 0 53 278 0 1 0 0 0 0 1 0 0 0 0 f 531 Hr Total 0 0 519 278 1 0 197 1147 0 1 0 0 0 0 0 0 0 0 1 2141 17:30 0 0 162 81 1 0 59 244 0 0 0 0 0 0 0 0 0 546 17:45 0 0 186 79 f 0 39 253 0 1 0 0 0 0 1 0 0 0 0 557 Hr Total 0 0 348 160 1 0 98 497 0 1 0 0 0 0 1 0 0 0 0 1103 *TOTAL* 0 0 1926 1058 1 0 562 3697 0 1 0 0 0 0 1 0 0 0 0I 7243 SW 7 STREET & SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. 7ST 1AVE Page 2 SW 1 AVENUE ISW 7 STREET ISW 1 AVENUE ISW 7 STREET 1 From North 1From East From South 'From West 1 1 UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 03/24/11 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 03/24/11 Peak start 08:30 ( 08:30 08:30 ( 08:30 Volume 0 0 591 294 0 122 759 0 I 0 0 0 0 0 0 0 0 Percent 0% 0% 67% 33% 0% 14% 86% 0% I 0% 0% 0% 0% ( 0% 0% 0% 0% Pk total 885 881 0 ( 0 Highest 08:45 08:30 07:30 07:30 Volume 0 0 158 75 ] 0 29 202 0 I 0 0 0 0] 0 0 0 0 Hi total 233 231 1 0 ( 0 PHF .95 .95 1 .0 .0 SW 7 STREET 0 759 294 0 1,053 0 0 0 0 I 0 0 0 0 0 0 294 294 SW 1 AVENUE 591 591 885 0 0 885 0 0 0 0 • ALL VEHICLES 1,053 881 Intersection Total 1,766 122 591 0 713 713 0 SW 1 AVENUE 0 0 0 0 0 881 759 0 0 0 0 0 759 122 122 0 SW 7 STREET 0 0 0 0 0 SW 7 STREET & SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00110035 Start Date: 03/24/11 File I.D. 7ST LAVE Page : 3 SW 1 AVENUE ISW 7 STREET 1SW 1 AVENUE ISW 7 STREET From North (From East !From South IFrOm West I I I I I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I Total Date 03/24/11 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 03/24/11 Peak start 17:00 I 17:00 I 17:00 17:00 Volume 0 0 626 277 0 197 1048 0 0 0 0 0 0 0 0 0 Percent 0% 0% 69% 31% 0% 16% 84% 0% ( 0% 0% 0% 0% 0% 0% 0% 0% Pk total 903 1245 0 0 Highest 17:45 17:15 07:30 07:30 Volume 0 0 186 79 0 53 278 0 0 0 0 0 0 0 0 0 Hi total 265 331 ( 0 ( 0 PHF .85 ( .94 ( .0 ( .0 SW 7 STREET 0 1,048 277 0 1,325 0 0 0 0 0 0 0 0 0 0 277 277 SW 1 AVENUE 626 626 903 0 0 903 0 0 0 0 • ALL VEHICLES 1,325 1,245 Intersection Total 2,148 197 626 0 823 823 SW 1 AVENUE 0 0 0 0 0 0 1,245 1,048 0 0 0 1 I 0 0 • 1,048 197 197 0 SW 7 STREET 0 0 0 0 0 SW 7 STREET & SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAURICE GOMEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00110035 Start Date: 03/24/11 File I.D. : 7ST LAVE Page : 1 SW 1 AVENUE ISW 7 STREET ISW 1 AVENUE ISW 7 STREET From North IFrom East (From South (From West I I I Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Total Date 03/24/11 07:30 0 0 0 6 I 0 0 0 4 I 0 0 0 0] 0 0 0 3 I 13 07:45 0 0 0 2 I 0 0 0 1 I 0 0 0 1 I 0 0 0 0 I 4 08:00 0 0 0 2 I 0 0 0 3 I 0 0 0 0 I 0 0 0 0 I 5 08:15 0 0 0 2 I 0 0 0 1 I 0 0 0 1 I 0 0 0 o I 4 Hr Total 0 0 0 12 I 0 0 0 9 I 0 0 0 2 I 0 0 0 3 I 26 08:30 0 0 0 0 j 0 0 0 1 I 0 0 0 0] 0 0 0 0 1 0 8: 4 5 0 0 0 3 I 0 0 0 4 I 0 0 0 0 I 0 0 0 2 9 09:00 0 0 0 7 I 0 0 0 2 I 0 0 0 o I 0 0 0 0 I 9 09:15 0 0 0 7 j 0 0 0 2 I 0 0 0 3] 0 0 0 4 I 16 Hr Total 0 0 0 17 I 0 0 0 9 1 0 0 0 3 1 0 0 0 6 I 35 * BREAK 15:30 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 15:45 0 0 0 0 I 0 0 0 0 I 0 0 0 o I 0 0 0 0 I 0 16:00 0 0 0 8 I 0 0 0 4 I 0 0 0 2 I 0 0 0 0 I 14 16:15 0 0 0 0 I 0 0 0 3] 0 0 0 1 I 0 0 0 1 I 5 Hr Total 0 0 0 8 I 0 0 0 7] 0 0 0 3 I 0 0 0 1 19 16:30 0 0 0 3] 0 0 0 3 I 0 0 0 3 I 0 0 0 3'], 12 16:45 0 0 0 2 I 0 0 0 1 I 0 0 0 4 I 0 0 0 2 9 17:00 0 0 0 2 I 0 0 0 4 I 0 0 0 1 I 0 0 0 0; 7 17:15 0 0 0 7] 0 0 0 5] 0 0 0 1] 0 0 0 0] 13 Hr Total 0 0 0 14 I 0 0 0 13 ( 0 0 0 9] 0 0 0 5 I 41 17:30 0 0 0 2( 0 0 0 3( 0 0 0 3 I 0 0 0 2 I 10 17:45 0 0 0 9] 0 0 0 4 1 0 0 0 1] 0 0 0 0] 14 Hr Total 0 0 0 11 ] 0 0 0 7 1 0 0 0 4( 0 0 0 2] 24 *TOTAL* 0 0 0 62 I 0 0 0 45 I 0 0 0 21 I 0 0 0 17 I 145 Int. 2 The riitc o 3 ter Bar n SE7sY Mi0.Wli �rrLoCi C�� M&ci. 2,4 � 26 t JtrACAJK e�� LI,,`‘s P0,1066, It0 S��f1Q,l.izec� SW/SE 7 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. 7ST MIAM Page 1 S MIAMI AVENUE ISE 7 STREET S MIAMI AVENUE SW 7 STREET From North 'From East IFrom South (From West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total Date 03/24/11 - .. 07:30 0 0 0 0] 0 0 103 4 I 0 49 78 0] 0 0 0 0] 234 07:45 0 0 0 0 0 0 109 6 I 0 55 82 0] 0 0 0 0 1 252 08:00 0 0 0 0 0 0 147 15 ( 0 64 117 0 0 0 0 0 343 08:15 0 0 0 0 0 0 164 17 j 0 71 120 0 0 0 0 0 372 Hr Total 0 0 0 0 j 0 0 523 42 0 239 397 0 j 0 0 0 0 1201 08:30 0 0 0 0 0 0 153 24 j 0 70 141 0 0 0 0 0 388 08:45 0 0 0 0 0 0 152 15 0 63 136 0 j 0 0 0 0 366 09:00 0 0 0 0 0 0 170 16 0 70 118 0 0 0 0 0 374 09:15 0 0 0 0 1 0 0 146 19 0 74 125 0 0 0 0 0 364 Hr Total 0 0 0 0 0 0 621 74 0 277 520 0 0 0 0 0 1492 * BREAK 15:30 0 0 0 0 j 0 0 0 0 0 0 0 0( 0 0 0 0 j 0 15:45 0 0 0 0] 0 0 0 0 j 0 0 0 0( 0 0 0 0] 0 16:00 0 0 0 0 j 0 0 248 9 j 0 103 113 0 1 0 0 0 0 1 473 16:15 0 0 0 0 0 0 243 12 ( 0 104 77 0 1 0 0 0 0 436 Hr Total 0 0 0 0 0 0 491 21 1 0 207 190 0 0 0 0 0 909 16:30 0 0 0 0 j 0 0 247 18 j 0 116 110 0 j 0 0 0 0 j 491 16:45 0 0 0 0 j 0 0 286 25 j 0 80 134 0 j 0 0 0 0 j 525 17:00 0 0 0 0 1 0 0 213 40 ] 0 128 121 0 0 0 0 0 502 17:15 0 0 0 0 0 0 233 26 ( 0 84 128 0 0 0 0 0 j 471 Hr Total 0 0 0 0 j 0 0 979 109 j 0 408 493 0 1 0 0 0 0 1 1989 17:30 0 0 0 0 j 0 0 212 33 j 0 97 141 0 1 0 0 0 0 j 483 17:45 0 0 0 0 0 0 208 29 j 0 83 142 0 I 0 0 0 0 J 462 Hr Total 0 0 0 0 0 0 420 62 1 0 180 283 0 I 0 0 0 0 945 *TOTAL* 0 0 0 0 0 0 3034 308 0 1311 1883 0 0 0 0 I 6536 SW/SE 7 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00110035 Start Date: 03/24/11 File I.D. : 7STMIAM Page : 2 S MIAMI AVENUE SE 7 STREET 15 MIAMI AVENUE SW 7 STREET From North From East From South From west I I I UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I UTurn Left Thru Right I Total Date 03/24/11 Peak Hour Analysis By Entire Intersection for the Period: 07:30 00 09:30 on 03/24/11 Peak start 08:15 08:15 08:15 08:15 Volume 0 0 0 0 0 0 639 72 0 274 515 0 0 0 0 0 Percent 0% 0% 0% 0% 0% 0% 90% 10% 0% 35% 65% 0% 0% OW OW 0% Pk total 0 711 789 0 Highest 07:30 09:00 08:30 1 07:30 Volume 0 0 0 01 0 0 170 16 0 70 141 01 0 0 0 0 1 Hi total 0 186 211 0 PHF .0 1 .96 1 93 .0 I 0 0 OINNIIII11111111111 SW 7 STREET 274 639 913 0 0 0 0 0 0 0 0 0 0 0 S MIAMI AVENUE 0 0 0 913 0 0 587 0 515 72 587 • ALL VEHICLES Intersection Total 1,500 0 0 0 0 789 711 0 0 72 72 711 639 789 274 515 274 515 S MIAMI AVENUE 0 0 639 0 0 0 SE 7 STREET 0 0 0 0 SW/SE 7 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. 7ST MIAM Page 3 S MIAMI AVENUE ISE 7 STREET IS MIAMI AVENUE ISW 7 STREET I From North (From East From South From West UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right Total Date 03/24/11 --- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 03/24/11 Peak start 16:30 16:30 I 16:30 16:30 Volume 0 0 0 0 0 0 979 109 I 0 408 493 0 0 0 0 0 Percent 0% 0% 0% 0% 0% 0% 90% 10% I 0% 45% 55% 0% ( 0% 0% 0% 0% Pk total 0 ( 1088 ( 901 0 Highest 07:30 ( 16:45 ( 17:00 07:30 Volume 0 0 0 0 1 0 0 286 25 0 128 121 0 0 0 0 0 Hi total 0 311 249 0 PHF .0 .87 .90 .0 SW 7 STREET 408 979 0 0 1,387 0 0 0 0 0 0 0 0 0 0 0 0 S MIAMI AVENUE 0 0 0 0 0 602 0 493 109 602 • ALL VEHICLES 1,387 1,088 Intersection Total 1,989 0 0 0 0 901 408 408 S MIAMI AVENUE 0 0 109 109 1,088 979 901 493 493 0 0 979 0 0 0 SE 7 STREET 0 0 0 0 0 SW/SE 7 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code 00110035 Start Date: 03/24/11 File I.D. : 7ST MIAM Page : 1 S MIAMI AVENUE ISE 7 STREET IS MIAMI AVENUE ISW 7 STREET From North (From East (From South (From West I Left Thru Right Peds I Left Thru Right Peds ( Left Thru Right Peds Left Thru Right Peds Total Date 03/24/11 07:30 0 0 0 2 I 0 0 0 6 0 0 0 1 1 0 0 0 6 15 07:45 0 0 0 1 I 0 0 0 8 0 0 0 3 I 0 0 0 2( 14 08:00 0 0 0 0 I 0 0 0 5 0 0 0 2 I 0 0 0 2 I 9 08:15 0 0 0 2 1 0 0 0 11 0 0 0 3] 0 0 0 3 J 19 Hr Total 0 0 0 5 1 0 0 0 30 0 0 0 9 1 0 0 0 13 I 57 08:30 0 0 0 1 I 0 0 0 10 ] 0 0 0 3 1 0 0 0 1 1 15 08:45 0 0 0 1 I 0 0 0 7 I 0 0 0 2 I 0 0 0 3 I 13 09:00 0 0 0 1 I 0 0 0 11 1 0 0 0 3 I 0 0 0 6 I 21 09:15 0 0 0 2] 0 0 0 10 1 0 0 0 7 1 0 0 0 4 1 23 Hr Total 0 0 0 5] 0 0 0 38 1 0 0 0 15 1 0 0 0 14 1 72 * BREAK 15:30 0 0 0 0 I 0 0 0 0( 0 0 0 0 I 0 0 0 0 j 0 15:45 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 j 0 16:00 0 0 0 4 I 0 0 0 8 I 0 0 0 3 I 0 0 0 5 I 20 16 : 15 0 0 0 1 I 0 0 0 9 1 0 0 0 0 1 0 0 0 3 1 13 Hr Total 0 0 0 5 I 0 0 0 17 I 0 0 0 3 I 0 0 0 8 I 33 16:30 0 0 0 0 I 0 0 0 15 j 0 0 0 0 1 0 0 0 0 15 16:45 0 0 0 0 I 0 0 0 4 1 0 0 0 0 I 0 0 0 5 I 9 17:00 0 0 0 1 I 0 0 0 10 j 0 0 0 1 1 0 0 0 4 I 16 17:15 0 0 0 3 1 0 0 0 9] 0 0 0 3 1 0 0 0 9 I 24 Hr Total 0 0 0 4 1 0 0 0 38 1 0 0 0 4 1 0 0 0 18 1 64 17:30 0 0 0 5 1 0 0 0 9 I 0 0 0 3 j 0 0 0 10 j 27 17:45 0 0 0 8 1 0 0 0 18 I 0 0 0 1 1 0 0 0 5! 32 Hr Total 0 0 0 13 j 0 0 0 27 0 0 0 4 j 0 0 0 15 59 *TOTAL* 0 0 0 32 j 0 0 0 150 j 0 0 0 35 j 0 0 0 68 285 Int. 3 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 7th Stre Groups Printed- Passeneer Veh - Heavy Veh File Name : brickell ave at se 7 st Site Code : 00700504 Start Date : 5/11 /2010 Page No : 1 SR 5/US 1/Brickell Avenue Southbound SE 7th Street Westbound SR 5/US 1/Brickell Avenue Northbound SE 7th Street Eastbound Start Time Right Thru Left Pao Cs, App. Total Right Thru Left ego<IL App. Total Right Thru Left Mo«I. App. Total Right Thru Left ego(wL App. Total Int. Total 08:00 AM 40 187 36 6 269 6 4 2 6 18 57 315 98 9 479 0 0 0 11 11 777 08:15 AM 41 255 61 11 368 9 4 1 14 28 59 255 126 13 453 0 0 0 8 8 857 08:30 AM 49 273 78 10 410 4 7 1 15 27 85 311 97 16 509 0 0 0 12 12 958 08:45 AM 33 274 39 10 356 11 9 0 22 42 85 322 110 20 537 0 0 0 6 6 941 Total 163 989 214 37 1403 30 24 4 57 115 286 1203 431 58 1978 0 0 0 37 37 3533 09:00 AM 35 293 18 8 354 18 18 2 13 51 15 358 19 16 408 0 0 0 7 7 820 09:15 AM 56 238 59 7 360 9 18 0 11 38 63 208 123 10 404 0 0 0 9 9 811 09:30 AM 29 178 13 2 222 2 9 2 13 26 38 258 104 10 410 0 0 0 12 12 670 09:45 AM 54 224 38 0 316 2 8 1 19 30 25 247 98 7 377 0 0 0 11 11 734 Total 174 933 128 17 1252 31 53 5 56 145 141 1071 344 43 1599 0 0 0 39 39 3035 *** BREAK *** 05:00 PM 64 229 1 7 301 33 71 38 22 164 3 296 115 8 422 0 0 0 13 13 900 05:15 PM 70 208 8 10 296 27 78 25 23 153 3 271 126 10 410 0 0 0 12 12 871 05:30 PM 73 147 7 2 229 39 68 30 23 160 6 192 109 14 321 0 0 0 16 16 726 05:45 PM 78 341 1 7 427 30 61 21 16 128 3 320 111 6 440 0 0 0 16 16 1011 Total 285 925 17 26 1253 129 278 114 84 605 15 1079 461 38 1593 0 0 0 57 57 3508 06:00 PM 90 315 4 3 412 30 68 15 21 134 1 270 138 9 418 0 0 0 14 14 978 06:15 PM 98 289 6 0 393 22 39 18 25 104 3 308 112 4 427 0 0 0 8 8 932 06:30 PM 83 272 11 1 367 13 52 10 20 95 4 241 133 4 382 0 0 0 19 19 863 06:45 PM 53 239 4 0 296 12 42 13 23 90 2 264 111 10 387 0 0 0 14 14 787 Total 324 1115 25 4 1468 77 201 56 89 423 10 1083 494 27 1614 0 0 0 55 55 3560 Grand Total 946 3962 384 84 5376 267 556 179 286 1288 452 4436 1730 166 6784 0 0 0 188 188 13636 Apprch % 17.6 73.7 7.1 1.6 20.7 43.2 13.9 22.2 6.7 65.4 25.5 2.4 0 0 0 100 Total % 6.9 29.1 2.8 0.6 39.4 2 4.1 1.3 2.1 9.4 3.3 32.5 12.7 1.2 49.8 0 0 0 1.4 1.4 Passenger Veh 931 3921 384 84 5320 267 556 179 286 1288 452 4380 1717 166 6715 0 0 0 188 188 13511 % Passenger Vch 98.4 99 100 100 99 100 100 100 100 100 100 98.7 99.2 100 99 0 0 0 100 100 99.1 IIcavy Vch 15 41 0 0 56 0 0 0 0 0 0 56 13 0 69 0 0 0 0 0 125 %llcavy Veh 1.6 1 0 0 1 0 0 0 0 0 0 1.3 0.8 0 1 0 0 0 0 0 0.9 P&B CNL: Pedestrians and Bicyclists Crossing North Leg P&B CEL: Pedestrians and Bicyclists Crossing East Leg P&B CSL: Pedestrians and Bicyclists Crossing South Leg P&B CWL: Pedestrians and Bicyclists Crossing West Leg CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 7th Stre File Name : brickell ave at se 7 st Site Code : 00700504 Start Date : 5/11 /2010 Page No : 3 SR 5/US 1/Brickell Avenue Southbound SE 7th Street Westbound SR 5/US 1/Brickell Avenue Northbound SE 7th Street Eastbound Start Time Right Thru Left Puo U_ App. Total Right Thru Left MO (IL App. Tome Right Thru Left P8,e<s� Am,. Tomb Right Thru Left RUM, App.ToW Peak Hour Analysis From 08:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 41 49 33 35 255 273 274 293 61 78 39 18 11 10 10 8 368 410 356 354 9 4 11 18 4 7 9 18 1 14 1 15 0 22 13 2 28 27 42 51 59 85 85 15 255 311 322 358 126 97 110 19 13 16 20 16 453 509 537 408 0 0 0 0 0 0 0 0 0 0 0 0 8 12 6 7 8 12 6 7 Int. Total Total Volume %App. Total PHF 158 1095 196 39 1488 10.6 73.6 13.2 2.6 .806 .934 .628 .886 .907 42 38 4 64 148 28.4 25.7 2.7 43.2 .583 .528 .500 .727 .725 244 1246 352 12.8 65.3 18.5 65 1907 3.4 .718 .870 .698 .813 .888 0 0 0 33 33 0 0 0 100 .000 .000 .000 .688 .688 857 958 941 820 3576 .933 O SR 5/US 1/Brickell Avenue Out In Total 1288 1488 2776 158 1095 196 39 R1—right Thu LeILft P&B CNL Peak Hour Data North Peak Hour Begins at 08:15 AM Passenger Veh Heavy Veh P P&B Left Thru Ri ht CSL 352 1246 244 65 1907 Out In Total SR 5/US 1/Brickell Avenue 1099 3006 •S N CO Co A O CO01 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 7th Stre File Name : brickell ave at se 7 st Site Code : 00700504 Start Date : 5/11 /2010 Page No : 5 SR 5/US 1/Brickell Avenue Southbound SE 7th Street Westbound SR 5/US 1/Brickell Avenue Northbound SE 7th Street Eastbound Start Time Right Thru Left App. Total Right Thru Left ego CU. App. Total Right Thru Left Pao CSL. App. Total Right Thru Left 1,413,w,, Ate. Tort Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:45 PM 05:45 PM 78 341 1 7 06:00 PM 90 315 4 3 06:15 PM 98 289 6 0 06:30 PM 83 272 11 427 412 393 367 30 30 22 13 61 68 39 52 21 15 18 10 16 21 25 20 128 134 104 95 320 1 270 3 308 4 241 3 111 138 112 133 6 9 4 4 440 418 427 382 0 0 0 0 0 0 0 0 0 0 0 0 16 14 8 19 16 14 8 19 Int. Total Total Volume % App. Total PHF 349 1217 22 11 1599 21.8 76.1 1.4 0.7 .890 .892 .500 .393 .936 95 220 64 82 461 20.6 47.7 13.9 17.8 .792 .809 .762 .820 .860 11 1139 494 23 1667 0.7 68.3 29.6 1.4 .688 .890 .895 .639 .947 0 0 0 57 57 0 0 0 100 .000 .000 .000 .750 .750 1011 978 932 863 3784 .936 O O co O 3 L h SR 5/US 1/Brickell Avenue Out In Total 1234 1599 2833 349 1217I 22 11 Right Thu Le. ft P&B 1—r IL/ CNL Peak Hour Data North Peak Hour Begins at 05:45 PM Passenger Veh Heavy Veh P&B Left Thru Riaht CSL 494 1139 1281 1667 2948 Out In Total SR 5/l1S 1/Rrickell Avenue (D 1-m A CO rn co co O 0 CD m S (D H m Int. 4 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 5th Street Groups Printed- Passeneer Veh - Heavy Veh File Name : brickell ave at se 5 st Site Code : 00500504 Start Date : 5/11 /2010 Page No : 1 SR 5/US 1/Brickell Avenue Southbound SR 90/SE 5th Street Westbound SR 5/US 1/Brickell Avenue Northbound SR 90/SE 5th Street Eastbound Start Time Right Thru Left Ma<.NL. App. Total Right Thru Left Mo«< App. Total Right Thru Left MB("SI. App. Total Right Thru Left Mo<w< App. Total Int. Total 08:00 AM 27 246 20 12 305 18 1 14 34 67 9 216 13 2 240 20 0 25 8 53 665 08:15 AM 18 309 9 8 344 11 3 12 25 51 14 225 15 8 262 24 0 14 13 51 708 08:30 AM 18 337 16 6 377 22 1 18 29 70 17 265 23 3 308 20 1 14 5 40 795 08:45 AM 25 373 23 5 426 8 1 9 32 50 13 256 27 8 304 19 2 19 4 44 824 Total 88 1265 68 31 1452 59 6 53 120 238 53 962 78 21 1114 83 3 72 30 188 2992 09:00 AM 29 320 21 7 377 14 3 8 33 58 15 207 30 14 266 27 3 15 11 56 757 09:15 AM 18 234 17 9 278 4 1 14 32 51 9 181 25 5 220 31 5 11 7 54 603 09:30 AM 24 211 25 5 265 15 1 9 27 52 18 212 10 12 252 27 4 12 6 49 618 09:45 AM 14 254 17 4 289 13 1 9 37 60 22 203 10 5 240 27 1 15 9 52 641 Total 85 1019 80 25 1209 46 6 40 129 221 64 803 75 36 978 112 13 53 33 211 2619 *** BREAK *** 05:00 PM 22 270 9 8 309 23 3 27 22 75 12 276 11 4 303 17 1 13 5 36 723 05:15 PM 20 230 12 3 265 25 2 21 24 72 13 189 18 13 233 20 0 11 9 40 610 05:30 PM 18 224 15 6 263 9 3 11 39 62 8 242 11 13 274 21 1 14 12 48 647 05:45 PM 46 422 17 10 495 10 8 14 46 78 11 308 12 9 340 12 0 14 13 39 952 Total 106 1146 53 27 1332 67 16 73 131 287 44 1015 52 39 1150 70 2 52 39 163 2932 06:00 PM 29 348 18 9 404 10 5 14 51 80 15 275 13 8 311 16 1 13 7 37 832 06:15 PM 42 301 16 10 369 14 0 21 35 70 16 234 17 5 272 23 0 13 12 48 759 06:30 PM 23 287 21 6 337 12 2 15 67 96 13 239 9 5 266 24 1 14 9 48 747 06:45 PM 36 266 16 4 322 17 1 8 44 70 19 220 13 5 257 12 2 12 12 38 687 Total 130 1202 71 29 1432 53 8 58 197 316 63 968 52 23 1106 75 4 52 40 171 3025 Grand Total 409 4632 272 112 5425 225 36 224 577 1062 224 3748 257 119 4348 340 22 229 142 733 11568 Apprch % 7.5 85.4 5 2.1 21.2 3.4 21.1 54.3 5.2 86.2 5.9 2.7 46.4 3 31.2 19.4 Total % 3.5 40 2.4 1 46.9 1.9 0.3 1.9 5 9.2 1.9 32.4 2.2 1 37.6 2.9 0.2 2 1.2 6.3 Passenger Veh 405 4580 269 112 5366 221 35 220 577 1053 221 3681 255 119 4276 337 21 229 142 729 11424 Passenger Veh %I 99 98.9 98.9 100 98.9 98.2 97.2 98.2 100 99.2 98.7 98.2 99.2 100 98.3 99.1 95.5 100 100 99.5 98.8 leavy Veh 4 52 3 0 59 4 1 4 0 9 3 67 2 0 72 3 1 0 0 4 144 % heavy Veh 1 1.1 1.1 0 1.1 1.8 2.8 1.8 0 0.8 1.3 1.8 0.8 0 1.7 0.9 4.5 0 0 0.5 1.2 P&B CNL: Pedestrians and Bicyclists Crossing North Leg P&B CEL: Pedestrians and Bicyclists Crossing East Leg P&B CSL: Pedestrians and Bicyclists Crossing South Leg P&B CWL: Pedestrians and Bicyclists Crossing West Leg CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 5th Street File Name : brickell ave at se 5 st Site Code : 00500504 Start Date : 5/11 /2010 Page No : 3 SR 5/US 1/Brickell Avenue Southbound SR 90/SE 5th Street Westbound SR 5/US 1/Brickell Avenue Northbound SR 90/SE 5th Street Eastbound Start Time Right Thru Left Puo U_ App. Total Right Thru Left MO (IL App. Total Right Thru Left P8d)<si. Ate. Total Right Thru Left Pre OAT App.To[al Peak Hour Analysis From 08:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 18 18 25 29 309 337 373 320 9 16 23 21 8 6 5 7 344 377 426 377 11 3 22 1 8 1 14 3 12 25 18 29 9 32 8 33 51 70 50 58 14 225 17 265 13 256 15 207 15 23 27 30 14 8 262 3 308 8 304 266 24 20 19 27 0 14 1 14 2 19 3 15 13 5 4 11 51 40 44 56 Int. Total Total Volumc %App. Total PHF 90 1339 69 26 1524 5.9 87.9 4.5 1.7 .776 .897 .750 .813 .894 55 8 47 119 229 24 3.5 20.5 52 .625 .667 .653 .902 .818 59 953 95 33 1140 5.2 83.6 8.3 2.9 .868 .899 .792 .589 .925 90 6 62 33 191 47.1 3.1 32.5 17.3 .833 .500 .816 .635 .853 708 795 824 757 3084 .936 0) rn L h 0v SR 5/US 1/Brickell Avenue Out In Total 1070I 1524 2594I 90 1339 69 26 R1—right Thu LeILft P&B CNL Peak Hour Data North Peak Hour Begins at 08:15 AM Passenger Veh Heavy Veh P P&B Left Thru Ri ht CSL 95 953 59 33 1140 Out In Total SR 5/US 1/Brickell Avenue 1476 2616 1-m cn cn CO m N CO w CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 5th Street File Name : brickell ave at se 5 st Site Code : 00500504 Start Date : 5/11 /2010 Page No : 5 SR 5/US 1/Brickell Avenue Southbound SR 90/SE 5th Street Westbound SR 5/US 1/Brickell Avenue Northbound SR 90/SE 5th Street Eastbound Start Time Right Thru Left App. row Right Thru Left ego CU. Am,. Total Right Thru Left Pao CSL. Am,. raw Right Thru Left I,. MI. Ate. total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:45 PM 05:45 PM 46 422 17 10 06:00 PM 29 348 18 9 06:15 PM 42 301 16 10 06:30 PM 23 287 21 6 495 404 369 337 10 10 14 12 8 14 5 14 21 15 0 2 46 51 35 67 78 80 70 96 11 15 16 13 308 275 234 239 12 13 17 9 9 340 8 311 5 272 5 266 12 16 23 24 0 1 0 14 13 13 14 13 7 12 9 39 37 48 48 Int. Total Total Volume % App. Total PHF 140 1358 72 35 1605 8.7 84.6 4.5 2.2 .761 .805 .857 .875 .811 46 15 64 199 324 14.2 4.6 19.8 61.4 .821 .469 .762 .743 .844 55 1056 51 27 1189 4.6 88.8 4.3 2.3 .859 .857 .750 .750 .874 75 2 54 41 172 43.6 1.2 31.4 23.8 .781 .500 .964 .788 .896 952 832 759 747 3290 .864 CO N a0 O SR 5/US 1/Brickell Avenue Out In Total 1156 1605 2761 140 1358 72 35 Right Thu Le. ft P&B 1—r IL/ CNL Peak Hour Data North Peak Hour Begins at 05:45 PM Passenger Veh Heavy Veh P&B Left Thru Ri ht CSL 51 1056 55 2 1497I 1189 2686 Out In Total SR 5/US 1/Rrickell Avenue ~7,cn N A lm CO N w Int. 5 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 6th Stre Groups Printed- Passenger Veh - Heavy Veh File Name : brickell ave at se 6 st Site Code : 00600504 Start Date : 5/11/2010 Page No :1 SR 5/US 1/Brickell Avenue Southbound SE 6th Street Westbound SR 5/US 1/Brickell Avenue Northbound SE 6th Street Eastbound Start Time Right Thru Left P&P c.v App. Total Right Thru Left ado CDs App. Total Right Thru Left rho CSL AID,. Total Right Thru Left W. cwv AID,. Total int. Taal 08:00 AM 3 274 0 8 285 0 0 0 0 0 0 281 25 6 312 5 0 0 9 14 611 08:15 AM 5 334 0 6 345 0 0 0 0 0 0 221 42 3 266 6 0 0 8 14 625 08:30 AM 7 359 0 3 369 0 0 0 0 0 0 262 34 1 297 8 0 0 13 21 687 08:45 AM 5 392 0 9 406 0 0 0 0 0 0 293 27 4 324 6 0 0 11 17 747 Total 20 1359 0 26 1405 0 0 0 0 0 0 1057 128 14 1199 25 0 0 41 66 2670 09:00 AM 6 359 0 6 371 0 0 0 0 0 0 356 14 2 372 5 0 0 10 15 758 09:15 AM 8 275 0 3 286 0 0 0 0 0 0 202 21 1 224 7 0 6 8 21 531 09:30AM 4 239 0 6 249 0 0 0 0 0 0 244 8 4 256 9 0 3 11 23 528 09:45 AM 11 301 0 3 315 0 0 0 0 0 0 229 16 2 247 5 0 3 12 20 582 Total 29 1174 0 18 1221 0 0 0 0 0 0 1031 59 9 1099 26 0 12 41 79 2399 *** BREAK *** 05:00 PM 12 293 0 1 306 0 0 0 0 0 0 284 26 4 314 10 0 2 17 29 649 05:15 PM 6 272 0 6 284 0 0 0 0 0 0 255 33 4 292 9 0 0 13 22 598 05:30 PM 8 245 0 1 254 0 0 0 0 0 0 225 15 2 242 7 0 2 21 30 526 05:45 PM 11 421 0 4 436 0 0 0 0 0 0 301 27 3 331 4 0 4 15 23 790 Total 37 1231 0 12 1280 0 0 0 0 0 0 1065 101 13 1179 30 0 8 66 104 2563 06:00 PM 8 362 0 8 378 0 0 0 0 0 0 274 33 1 308 17 0 1 24 42 728 06:15 PM 7 343 0 6 356 0 0 0 0 0 0 285 28 2 315 5 0 1 14 20 691 06:30 PM 14 305 0 6 325 0 0 0 0 0 0 234 18 1 253 5 0 2 20 27 605 06:45 PM 7 275 0 5 287 0 0 0 0 0 0 240 16 6 262 5 0 3 37 45 594 Total 36 1285 0 25 1346 0 0 0 0 0 0 1033 95 10 1138 32 0 7 95 134 2618 Grand Total 122 5049 0 81 5252 0 0 0 0 0 0 4186 383 46 4615 113 0 27 243 383 10250 Apprch % 2.3 96.1 0 1.5 0 0 0 0 0 90.7 8.3 1 29.5 0 7 63.4 Total % 1.2 49.3 0 0.8 51.2 0 0 0 0 0 0 40.8 3.7 0.4 45 1.1 0 0.3 2.4 3.7 Passenger Veh 121 4991 0 81 5193 0 0 0 0 0 0 4133 381 46 4560 110 0 26 243 379 10132 % Passenger Vch 99.2 98.9 0 100 98.9 0 0 0 0 0 0 98.7 99.5 100 98.8 97.3 0 96.3 100 99 98.8 I leavy Voh 1 58 0 0 59 0 0 0 0 0 0 53 2 55., 0 1 0 4 118 % I Icavy Voh 0.8 1.1 0 0 1.1 0 0 0 0 0 0 1.3 0.5 0 1.2 2.7 0 3.7 0 1 1.2 P&B CNL: Pedestrians and Bicyclists Crossing North Leg P&B CEL: Pedestrians and Bicyclists Crossing East Leg P&B CSL: Pedestrians and Bicyclists Crossing South Leg P&B CWL: Pedestrians and Bicyclists Crossing West Leg CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 6th Stre File Name : brickell ave at se 6 st Site Code : 00600504 Start Date : 5/11/2010 Page No : 3 SR 5/US 1/Brickell Avenue Southbound SE 6th Street Westbound SR 5/US 1/Brickell Avenue Northbound SE 6th Street Eastbound Start Time Right Thru Left Pao C. App. Total Right Thru Left PAP «T App. Total Right Thru Left P o CsL App. Total Right Thru Left P. CStiL App. Total Peak Hour Analysis From 08:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM Total Volumc % App. Total PHF 5 7 5 6 334 359 392 359 23 1444 0 0 0 0 6 3 9 6 345 369 406 371 0 24 1491 1.5 96.8 0 1.6 .821 .921 .000 .667 .918 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .000 .000 .000 .000 .000 0 221 0 262 0 293 0 356 42 34 27 14 3 266 1 297 4 324 2 372 0 1132 117 10 1259 0 89.9 9.3 0.8 .000 .795 .696 .625 .846 6 0 0 8 14 8 0 0 13 21 6 0 0 11 17 5 0 0 10 15 25 0 0 42 67 37.3 0 0 62.7 .781 .000 .000 .808 .798 Int. Total 625 687 747 758 2817 .929 0 co 5) W 0 0 N 0 h co J av SR 5/US 1/Brickell Avenue Out In Total 1132I 1491I 2623 23 1444 0 4 1— Right Thu LeILft P&B CNL Peak Hour Data North Peak Hour Begins at 08:15 AM Passenger Veh Heavy Veh P P&B Left Thru Ri ht CSL 117 1132 0 10 1259 Out In Total SR 5/US 1/Brickell Avenue 1469 2728 4 3 H N rW O CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 6th Stre File Name : brickell ave at se 6 st Site Code : 00600504 Start Date : 5/11/2010 Page No : 5 SR 5/US 1/Brickell Avenue Southbound SE 6th Street Westbound SR 5/US 1/Brickell Avenue Northbound SE 6th Street Eastbound Start Time Right Thru Left App. Total Right Thru Left Pdo (a App. Total Right Thru Left P,o «T_ non,. Total Right Thru Left ,0 CwL App. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:45 PM 05:45 PM 06:00 PM 06:15 PM 06:30 PM 14 11 421 8 362 7 343 305 0 0 0 0 4 8 6 6 436 378 356 325 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 301 274 285 234 27 33 28 18 3 331 1 308 2 315 253 4 17 5 5 0 0 0 0 4 2 15 24 14 20 23 42 20 27 Int. Total Total Volumc % App. Total PHF 40 1431 0 24 1495 2.7 95.7 0 1.6 .714 .850 .000 .750 .857 0 0 0 0 0 0 0 0 0 .000 .000 .000 .000 .000 0 1094 106 7 1207 0 90.6 8.8 0.6 .000 .909 .803 .583 .912 31 0 8 73 112 27.7 0 7.1 65.2 .456 .000 .500 .760 .667 790 728 691 605 2814 .891 0 to- w 0) 0 co a0 O SR 5/US 1/Brickell Avenue Out In Total 1102 1495 2597 0 1431 0 4 Right Thu Le. ft P&B 1—r IL/ CNL Peak Hour Data North Peak Hour Begins at 05:45 PM Passenger Veh Heavy Veh P&B Left Thru Right CSL ®i. 1094 1462 1207 2669 Out In Total SR 5/llS 1/RrickeJl Avenue 4 H m rW 0 0 0 0 3 a sw 8 ST e o%ler IuSe Sw ? s r I`1i�,Wl.i (�la�rdt 2.4 Zo t d (-0-u-Ak too ' Lam; s ad.° vt-tC nO Stg nQc.;ze4 SW 8 STREET & SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAXIE ESPINOSA SIGNALIZED SW 1 AVENUE From North Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00110035 Start Date: 03/24/11 File I.D. 8ST 1AVE Page 1 SW 8 STREET (From East ISW 1 AVENUE From South ISW 8 STREET I From. West UTurn Left Thru Right ( UTurn Left Thru Right ( UTurn Left Thru Right UTurn Left Thru Right Total Date 03/24/11 ------------- 07:30 0 17 43 0 0 0 0 0 0 0 0 0 0 0 281 77 ( 418 07:45 0 24 55 0 0 0 0 0 0 0 0 0 0 0 317 76 ! 472 08:00 0 25 85 0 0 0 0 0 0 0 0 0 I 0 0 374 109 593 08:15 0 46 78 0 0 0 0 0 0 0 0 0 0 0 448 127 ! 699 Hr Total 0 112 261 0 0 0 0 0 0 0 0 0 0 0 1420 389 ! 2182 08:30 0 49 115 0 0 0 0 0 I 0 0 0 0 0 0 456 112 ! 732 08:45 0 55 113 0 0 0 0 0 0 0 0 0 0 0 425 108 701 09:00 0 51 143 0 0 0 0 0 0 0 0 0 0 0 418 130 742 09:15 0 52 125 0 0 0 0 0 0 0 0 0 0 0 336 80 ( 593 Hr Total 0 207 496 0 0 0 0 0 0 0 0 0 0 0 1635 430 ( 2768 * BREAK * 15: 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15: 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 28 109 0 0 0 0 0 0 0 0 0 0 0 241 60 436 16:15 0 21 77 0 0 0 0 0 0 0 0 0 0 0 207 68 373 Hr Total 0 49 186 0 0 0 0 0 0 0 0 0 0 0 448 128 ! 811 16:30 0 36 128 0 0 0 0 0 0 0 0 0 0 0 235 47 446 16:45 0 31 147 0 0 0 0 0 0 0 0 0 0 0 221 79. ( 478 17:00 0 25 154 0 0 0 0 0 0 0 0 0 0 0 235 82 496 17:15 0 24 165 0 0 0 0 0 0 0 0 0 0 0 246 71 506 Hr Total 0 116 594 0 0 0 0 0 0 0 0 0 0 0 937 279 ( 1926 17:30 0 40 188 0 0 0 0 0 0 0 0 0 0 0 257 93 578 17:45 0 45 183 0 0 0 0 0 I 0 0 0 0 0 0 273 84 ( 585 Hr Total 0 85 371 0 0 0 0 0 I 0 0 0 0 1 0 0 530 177 1163 *TOTAL* 569 1908 0 0 0 0 0 0 0 0 0 0 0 4970 1403 I 8850 SW 8 STREET & SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAXIE ESPINOSA SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00110035 Start Date: 03/24/11 File I.D. 8ST LAVE Page : 2 SW 1 AVENUE ISW 8 STREET SW 1 AVENUE ISW 8 STREET From North !From East (From South [From West I UTurn Left Thru Right j UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right Total Date 03/24/11 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 03/24/11 Peak start 08:15 08:15 08:15 08:15 Volume 0 201 449 0 0 0 0 0 0 0 0 0 j 0 0 1747 477 Percent 0% 31% 69% 0% 0% 0% 0% 0% 0% 0% 0% 08 0% 0% 79% 21% Pk total 650 0 0 2224 Highest 09:00 07:30 07:30 08:15 Volume 0 51 143 0 0 0 0 0 0 0 0 0 1 0 0 448 127 Hi total 194 0 0 575 PHF .84 .0 .0 1 .97 0 0 MMEMMEMMEMMEMMEMMEMb SW 8 STREET 0 0 0 0 0 0 • 1,747 0 0 SW 1 AVENUE 449 449 650 l 1,747 2,224 477 477 0 0 i 2,224 201 201 650 0 0 0 0 • ALL VEHICLES 1,948 Intersection Total 2,874 0 449 477 926 926 0 SW 1 AVENUE 0 0 0 0 0 0 0 0 0 0 0 0 0 1,948 SW 8 STREET 201 1,747 0 0 0 0 0 SW 8 STREET E. SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAXIE ESPINOSA SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. : 8ST 1AVE Page : 3 SW 1 AVENUE 1SW 8 STREET ISW 1 AVENUE 1SW 8 STREET From North 1From East From South (From West I I I I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right I UTurn Left Thru Right I Total Date 03/24/11 - - Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 03/24/11 Peak start 17:00 17:00 17:00 1 17:00 Volume 0 134 690 0 0 0 0 0 0 0 0 0 0 0 1011 330 Percent 0% 16% 84% 0% 0% 0% 0% 0% 0% 0% 08 08 08 0% 75% 25% I Pk total 824 0 0 1341 I Highest 17:30 07:30 07:30 17:45 Volume 0 40 188 0] 0 0 0 0 0 0 0 0 0 0 273 84 1 Hi total 228 0 0 357 PHF .90 .0 .0 .94 SW 8 STREET 0 0 0 0 0 0 0 0 • 1,011 0 0 SW 1 AVENUE 690 690 - 824 134 134 1,011 1,341 330 330 0 0 824 0 0 0 0 • ALL VEHICLES 1,341 1,145 Intersection Total 2, 165 0 690 330 1,020 1,020 0 SW 1 AVENUE 0 0 0 0 0 0 0 0 0 0 0 0 0 1,145 SW 8 STREET 134 1,011 0 0 0 • 0 SW 8 STREET & SW 1 AVENUE MIAMI, FLORIDA COUNTED BY: MAXIE ESPINOSA SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS SW 1 AVENUE ]SW 8 STREET ISW 1 AVENUE ISW 8 STREET From North From East IFrom South From West Site Code 00110035 Start Date: 03/24/11 File I.D. : 8ST 1AVE Page 1 Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Total Date 03/24/11 07:30 0 0 0 2] 0 0 0 0 I 0 0 0 2] 0 0 0 4 I 8 07:45 0 0 0 5] 0 0 0 0 I 0 0 0 3] 0 0 0 6 I 14 08:00 0 0 0 0] 0 0 0 6 I 0 0 0 0] 0 0 0 6 I 12 08:15 0 0 0 3] 0 0 0 3, 0 0 0 3] 0 0 0 4; 13 Hr Total 0 0 0 10 1 0 0 0 9 1 0 0 0 8 l 0 0 0 20 1 47 08:30 0 0 0 4] 0 0 0 2] 0 0 0 2] 0 0 0 5] 13 08:45 0 0 0 6] 0 0 0 8 j 0 0 0 1] 0 0 0 5] 20 09:00 0 0 0 0] 0 0 0 s] 0 0 0 2] 0 0 0 2] 9 09:15 0 0 0 1 I 0 0 0 4 I 0 0 0 2] 0 0 0 8] 15 Hr Total 0 0 0 11 1 1 0 0 0 19 I 0 0 0 7 0 0 0 20 57 * BREAK * 15:30 0 0 0 0] 0 0 0 0 1 0 0 0 0] 0 0 0 0] 0 15:45 0 0 0 0] 0 0 0 0] 0 0 0 0] 0 0 0 0] 0 16:00 0 0 0 1] 0 0 0 4 I 0 0 0 3] 0 0 0 9] 17 16:15 0 0 0 4 J 0 0 0 4 J 0 0 0 4 J 0 0 0 4] 16 Hr Total 0 0 0 5 1 0 0 0 8 1 0 0 0 7] 0 0 0 13 1 33 16:30 0 0 0 6( 0 0 0 6] 0 0 0 2] 0 0 0 5 19 16:45 0 0 0 6] 0 0 0 5] 0 0 0 1 I 0 0 0 2 14 17:00 0 0 0 5] 0 0 0 5] 0 0 0 2 1 0 0 0 3 15 17 : 15 0 0 0 3) 0 0 0 9] 0 0 0 2( 0 0 0 3 17 Hr Total 0 0 0 20 ] 0 0 0 25 1 0 0 0 7] 0 0 0 13 65 17:30 0 0 0 5] 0 0 0 6] 0 0 0 7 I 0 0 0 6] 24 17,45 0 0 0 5] 0 0 0 14 ] 0 0 0 3] 0 0 0 7] 29 Hr Total 0 0 0 10 ] 0 0 0 20 1 0 0 0 10 0 0 0 13 1 53 *TOTAL* 0 0 0 56 ] 0 0 0 81 I 0 0 0 39 ] 0 0 0 79 ! 255 Int. 7 5w g 1' t f7 sE ? s-r- %'tiavU. i i FLoc ci GL Narck. 24� Zo I 1 ckac,.,Klob'.Lk�s Palowthot,o S � 9 ncct� zeci orKt SW/SE 8 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO SIGNALIZED S MIAMI AVENUE From North Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ISE 8 STREET From East ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. : BST_MIAM Page : 1 IS MIAMI AVENUE (From South ISW 8 STREET I From West UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right Total Date 03/24/11 07:30 0 0 0 0 0 0 0 0 0 0 86 11 1 0 48 235 0 380 07:45 0 0 0 0 1 0 0 0 0 l 0 0 97 18 1 0 53 273 0 441 08:00 0 0 0 0 0 0 0 0 0 0 120 14 0 51 321 0 506 08:15 0 0 0 0 1 0 0 0 0 0 0 140 17 1 0 50 405 0 1 612 Hr Total 0 0 0 0 0 0 0 0 1 0 0 443 60 0 202 1234 0 1939 08:30 0 0 0 0 0 0 0 0 0 0 152 15 0 61 406 0 634 08:45 0 0 0 0 0 0 0 0 0 0 158 19 0 54 377 0 608 09:00 0 0 0 0 0 0 0 0 0 0 128 16 ( 0 58 398 0 600 09:15 0 0 0 0 1 0 0 0 0 1 0 0 162 20 1 0 38 349 0 1 569 Hr Total 0 0 0 0 0 0 0 0 1 0 0 600 70 1 0 211 1530 0 1 2411 * BREAK * 15:30 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 15:45 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 16:00 0 0 0 0 0 0 0 0 0 0 157 17 0 58 206 0 438 16:15 0 0 0 0 j 0 0 0 0 0 0 146 19 0 57 176 0 398 Hr Total 0 0 0 0 1 0 0 0 0 0 0 303 36 1 0 115 382 0 836 16:30 0 0 0 0 1 0 0 0 0 1 0 0 157 19 1 0 64 201 0 1 441 16:45 0 0 0 0 1 0 0 0 0 0 0 142 15 1 0 65 198 0 1 420 17:00 0 0 0 0 1 0 0 0 0 1 0 0 173 13 1 0 83 199 0 1 468 17:15 0 0 0 0 1 0 0 0 0 1 0 0 144 11 1 0 62 238 0 1 455 Hr Total 0 0 0 0 1 0 0 0 0 0 0 616 58 1 0 274 836 0 1784 17:30 0 0 0 0 1 0 0 0 0 1 0 0 178 17 1 0 65 235 0 1 495 17:45 0 0 0 0 1 0 0 0 0( 0 0 169 8( 0 67 249 0 1 493 Hr Total 0 0 0 0 1 0 0 0 0 0 0 347 25 0 132 484 0 988 *TOTAL* 0 0 0 0 1 0 0 0 0 I 0 0 2309 249 I 0 934 4466 0 1 7958 SW/SE 8 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. : 8ST MIAM Page 2 5 MIAMI AVENUE SE 8 STREET S MIAMI AVENUE SW 8 STREET From North From East From South (From West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right Total Date 03/24/11 -- -- Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 03/24/11 Peak start 08:15 08:15 08:15 08:15 Volume 0 0 0 0 0 0 0 0 0 0 578 67 0 223 1586 0 Percent 0% 0% 0% 0% ( 0% 0% 0% 0% 0% 0% 90% 10% ( 0% 12% 88% 0% Pk total 0 1 0 645 1809 Highest 07:30 07:30 08:45 08:30 Volume 0 0 0 0 I 0 0 0 0 1 0 0 158 19 I 0 61 406 0 I Hi total 0 0 ( 177 467 PHF .0 .0 .91 .97 I 0 0 SW 8 STREET 0 0 0 0 223 223 • 1,586 0 0 S MIAMI 0 0 0 AVENUE 0 0 1,586 1,809 0 0 0 0 1 1,809 801 223 578 0 801 • ALL VEHICLES 1,653 Intersection Total 2,454 0 0 0 0 645 645 0 578 0 578 S MIAMI AVENUE 0 0 • 0 0 • 0 0 0 0 0 I 67 67 1,653 SE 8 STREET • 0 0 1,586 67 SW/SE 8 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO SIGNALIZED ALL VEHICLES Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Date Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 03/24/11 Peak start 17:00 17:00 17:00 17:00 Volume 0 0 0 0 0 0 0 0 0 0 664 49 0 277 921 0 Percent 0% 0% 0% 08 0% 0% 0% 0% 08 0% 93% 7% 0% 23% 77% 0% Pk total 0 0 713 1198 Highest 07:30 07:30 17:30 17:45 Volume 0 0 0 0] 0 0 0 00 0 178 17 ( 0 67 249 0 Hi total 0 0 ( 195 316 PHF .0 ( .0 1 .91 1 .95 Site Code : 00110035 Start Date: 03/24/11 File I.D. : 8ST MIAM Page : 3 0 0 SW 8 STREET 0 0 0 0 277 277 921 0 0 S MIAMI AVENUE 0 0 0 0 921 1,198 0 0 0 0 1 0 941 277 664 0 941 • ALL VEHICLES 1,198 970 Intersection Total 1,911 0 0 0 0 713 713 0 664 0 664 S MIAMI AVENUE S MIAMI AVENUE ISE 8 STREET IS MIAMI AVENUE 'SW 8 STREET From North 'From East IFrom South 'From West ' UTurn Left Thru Right ' UTurn Left Thru Right ' UTurn Left Thru Right ( UTurn Left Thru Right ' Total 03/24/11 -- - 0 0 0 0 0 49 49 0 0 0 0 970 921 49 SE 8 STREET 0 0 SW/SE 8 STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00110035 Start Date: 03/24/11 File I.D. BST MIAM Page : 1 S MIAMI AVENUE ISE 8 STREET IS MIAMI AVENUE ISW 8 STREET From North 'From East From South 'From West Left Thru Right Peds Left Thru Right Peds I Left Thru Right Peds 1 Left Thru Right Peds I Total Date 03/24/11 -- _ 07:30 0 0 0 3 j 0 0 0 7] 0 0 0 4( 0 0 0 8] 22 07:45 0 0 0 5 I 0 0 0 9] 0 0 0 1 I 0 0 0 2] 17 08:00 0 0 0 0 I 0 0 0 5] 0 0 0 3 I 0 0 0 2 10 08:15 0 0 0 1 I 0 0 0 7] 0 0 0 6 I 0 0 0 3 I 17 Hr Total 0 0 0 9] 0 0 0 28 I 0 0 0 14 I 0 0 0 15 I 66 08:30 0 0 0 5 1 0 0 0 9 1 0 0 0 7 1 0 0 0 11 ] 32 08:45 0 0 0 2] 0 0 0 7] 0 0 0 1 l 0 0 0 1] 11 09:00 0 0 0 1 I 0 0 0 7 I 0 0 0 0 1 0 0 0 5] 13 09:15 0 0 0 1 1 0 0 0 8( 0 0 0 1 1 0 0 0 3] 13 Hr Total 0 0 0 9 1 0 0 0 31 ( 0 0 0 9 1 0 0 0 20 ] 69 * BREAK * 15:30 0 0 0 0] 0 0 0 0] 0 0 0 0( 0 0 0 0] 0 15:45 0 0 0 0] 0 0 0 0 1 0 0 0 0( 0 0 0 0] 0 16:00 0 0 0 5( 0 0 0 10 1 0 0 0 13 ( 0 0 0 13 ] 41 16 : 15 0 0 0 12 0 0 0 10 ] 0 0 0 5 j 0 0 0 4] 31 Hr Total 0 0 0 17 ) 0 0 0 20 ( 0 0 0 18 I 0 0 0 17 ) 72 16:30 0 0 0 6; 0 0 0 10 ] 0 0 0 4 I 0 0 0 12 32 16:45 0 0 0 9( 0 0 0 5( 0 0 0 3] 0 0 0 4 I 21 17:00 0 0 0 2 0 0 0 15 ] 0 0 0 7] 0 0 0 8 ( 32 17:15 0 0 0 4] 0 0 0 to ] 0 0 0 7] 0 0 0 11 ] 32 Hr Total 0 0 0 21 I 0 0 0 40 1 0 0 0 21 I 0 0 0 35 117 17:30 0 0 0 5 I 0 0 0 12 ] 0 0 0 4 I 0 0 0 7 I 28 17:45 0 0 0 7] 0 0 0 9] 0 0 0 12 I 0 0 0 8] 36 Hr Total 0 0 0 12 I 0 0 0 21 ) 0 0 0 16 I 0 0 0 15 I 64 *TOTAL* 0 0 0 68 I 0 0 0 140 I 0 0 0 78 I 0 0 0 102 I 388 � s ko tii MiaMP,oct cL, AR( 2,1 2� t l I,tiew.) vt. 105 Vcd (AA it0 T ct_L -LEA kle_S-VirOtAA., SE 8TH STREET & BRICKELL PLAZA MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00110035 Start Date: 04/26/11 File S.D. 8ST BRIC Page 1 DRIVEWAY ISE 8TH STREET (BRICKELL PLAZA ISE 8TH STREET From North From East (From South (From West 1 I 1 UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total Date 04/26/11 07:30 0 1 0 0 0 0 0 0.1 0 0 0 3 0 0 190 49 j 243 07:45 0 0 1 0 0 0 0 0 1 0 0 0 13 I 0 0 261 64 I 339 08:00 0 0 0 0 0 0 0 0; 0 0 0 12 I 0 0 283 64 I 359 08:15 0 0 0 0 0 0 0 0 j 0 0 0 27 I 0 0 345 74 '. 446 Hr Total 0 1 1 0 0 0 0 0 0 0 0 55 j 0 0 1079 251 1387 08:30 0 0 1 0 j 0 0 0 0 i 0 0 0 15 j 0 0 353 57 j 426 08:45 0 2 2 0 j 0 0 0 0 0 0 0 18 I 0 0 360 60 I 442 09:00 0 2 1 0 0 0 0 0 '..... 0 0 0 8 l 0 0 339 70 I 420 09:15 0 2 0 0 I 0 0 0 0; 0 0 0 11 j 0 0 276 48 1 337 Hr Total 0 6 4 0 I 0 0 0 0 0 0 0 52 0 0 1328 235 1625 * BREAK 0 0 0 0 0 0 0 o I 0 0 0 0( 0 0 0 0 j 0 0 0 0 0 I 0 0 0 0 I 0 0 0 0 l 0 0 0 0 I 0 16:00 0 1 2 0 0 0 0 0 0 0 0 19 I 0 0 153 36 I 211 16:15 0 0 0 0 1 0 0 0 0 0 0 0 20 ] 0 0 146 33 ( 199 Hr Total 0 1 2 0 0 0 0 0 i 0 0 0 39 I 0 0 299 69 ] 410 16:30 0 0 5 0 j 0 0 0 0 j 0 0 0 19 1 0 0 173 36 1 233 16:45 0 1 2 0 1 0 0 0 0 j 0 0 0 19 I 0 0 163 39 I 224 17:00 0 0 7 0 I 0 0 0 0 I 0 0 0 15 I 0 0 163 43 I 228 17:15 0 0 18 0 1 0 0 0 0 I 0 0 0 23 1 0 0 176 48 1 265 Hr Total 0 1 32 0 0 0 0 0 0 0 0 76 0 0 675 166 I 950 17:30 0 0 4 0 j 0 0 0 0 j 0 0 0 25 ] 0 0 174 44 247 17:45 0 1 6 0] 0 0 0 0 I 0 0 0 32 ] 0 0 218 50 ] 307 Hr Total 0 1 10 0 I 0 0 0 0 0 0 0 57 ( 0 0 392 94 1 554 *TOTAL* 0 10 49 0 0 0 0 0 I0 0 0 279 0 0 3773 815 1 4926 SE 8TH STREET & BRICKELL PLAZA MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 04/26/11 File I.D. : 8ST BRIC Page : 2 DRIVEWAY ',SE 8TH STREET ';BRICKELL PLAZA ISE 8TH STREET From North From East From South 'From West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right Date 04/26/11 —-------- ------ Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 04/26/11 Peak start 08:15 08:15 08:15 08:15 Volume 0 4 4 0] 0 0 0 0] 0 0 0 68 I 0 0 1397 261 Percent 0% 50% 50% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 84% 16% Pk total 8 0 68 1658 Highest 08:45 07:30 08:15 08:45 volume 0 2 2 0] 0 0 0 0] 0 0 0 27 1 0 0 360 60 Hi total 4 0 27 420 PHF .50 .0 .63 .99 SE 8TH STREET 0 0 0 0 0 0 0 0 • 1,397 I 0 0 DRIVEWAY 4 8 4 4 4 1,397 1,658 261 261 0 1 8 0 0 0 0 0 • ALL VEHICLES 1,658 1,469 Intersection Total 1,734 0 4 261 265 333 0 0 BRICKELL PLAZA 68 0 0 Total 0 111111111111 0 0 0 0 68 68 0 0 0 1,469 4 1,397 68 SE 8TH STREET • 0 SE 8TH STREET & BRICKELL PLAZA MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 04/26/11 File I.D. 8STBRIC Page : 3 DRIVEWAY ISE 8TH STREET 1BRICKELL PLAZA ISE 8TH STREET From North !From East From South !From West I I ! 1 ! UTurn Left Thru Right 1 UTurn Left Thru Right ! UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 04/26/11 -- -------------- Peak Hour Analysis By Entire Intersection for the Period: 1600 to 18:00 on 04/26/11 Peak start 17:00 1700 1700 1700 1 Volume 0 1 35 0 0 0 0 0 0 0 0 95 0 0 731 185 I Percent 0% 3% 97% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 80% 20% I Pk total 36 0 1 916 I Highest 17:15 0730 17:45 17:45 I Volume 0 0 18 0 0 0 0 0 0 0 0 321 0 0 218 50 I Hi total 18 0 32 268 I PI -IF .50 .0 .74 1.85 I 0 .....mmoso • SE 8TH STREET 0 0 0 0 0 0 731 DRIVEWAY 35 35 36 731 916 185 185 0 1 36 0 0 0 0 • ALL VEHICLES 916 827 Intersection Total 1,047 0 35 185 220 315 95 0 0 0 0 BRICKELL PLAZA 0 0 0 0 0 0 0 0 0 1 827 731 95 SE 8TH STREET 141 95 • 0 95 SE 8TH STREET & BRICKELL PLAZA MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00110035 Start Date: 04/26/11 File I.D. : 8ST BRIC Page 1 DRIVEWAY ISE 8TH STREET (.BRICKELL PLAZA ISE 8TH STREET From North ;From East From South (From West I Left Thru Right Peds Left Thru Right Peds ; Left Thru Right Peds Left Thru Right Peds 1 Total Date 04/26/11 --- 07:30 0 0 0 4 I 0 0 0 0 I 0 0 0 9 0 0 0 9; 22 07:45 0 0 0 4) 0 0 0 0 I 0 0 0 6 0 0 0 10 ; 20 08:00 0 0 0 8( 0 0 0 1 I 0 0 0 5 0 0 0 7 I 21 08:15 0 0 0 8) 0 0 0 1 1 0 0 0 10 1 0 0 0 11 30 Hr Total 0 0 0 2 4 1 0 0 0 2( 0 0 0 30 0 0 0 37 93 0 8: 3 0 0 0 0 6( 0 0 0 0 0 0 0 21 0 0 0 26 53 0 8: 4 5 0 0 0 16 I 0 0 0 1 I 0 0 0 19 '..... 0 0 0 23 L 59 09:00 0 0 0 9( 0 0 0 0( 0 0 0 18 0 0 0 14 ; 41 09:15 0 0 0 13 ( 0 0 0 1( 0 0 0 11 '.. 0 0 0 10 ; 35 Hr Total 0 0 0 44 ( 0 0 0 2 0 0 0 69 I, 0 0 0 73 ; 188 * BREAK 0 0 0 o f 0 0 0 0 0 0 0 0 I 0 0 0 0; 0 0 0 0 0 I 0 0 0 0( 0 0 0 0, 0 0 0 0; 0 16:00 0 0 0 B I 0 0 0 1( 0 0 0 5 0 0 0 12 I 26 16 : 15 0 0 0 7) 0 0 0 2) 0 0 0 16 '� 0 0 0 20 ' , 45 Hr Total 0 0 0 15 ( 0 0 0 3) 0 0 0 21 '.. 0 0 0 32 '.. 71 16 : 3 0 0 0 0 9) 0 0 0 7) 0 0 0 11 '.... 0 0 0 11 36 16:45 0 0 0 14 1 0 0 0 7 0 0 0 12 ': 0 0 0 9 42 17:00 0 0 0 7) 0 0 0 2 I 0 0 0 101 0 0 0 14 33 17:15 0 0 0 5) 0 0 0 1 1 0 0 0 12 ) 0 0 0 7 25 Hr Total 0 0 0 35 I 0 0 0 17 1 0 0 0 45 0 0 0 41 138 17:30 0 0 0 18 I 0 0 0 2 I 0 0 0 11 I 0 0 0 16 1 47 17:45 0 0 0 10 1 0 0 0 0) 0 0 0 14 ) 0 0 0 14 ) 38 Hr Total 0 0 0 28 I 0 0 0 2 0 0 0 25 ) 0 0 0 30 ) 85 *TOTAL* 0 0 0 146 ; 0 0 0 26 I 0 0 0 190 1 0 0 0 213 1 575 Int. 9 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 8th Street Groups Printed- Passeneer Veh - Heavy Veh File Name : brickell ave at se 8 st Site Code : 00800504 Start Date : 5/11 /2010 Page No : 1 SR 5/US 1/Brickell Avenue Southbound SR 90/SE 8th Street Westbound SR 5/US 1/Brickell Avenue Northbound SR 90/SE 8th Street Eastbound Start Time Right Thru Left can (NI. App. Total Right Thru Left MP<IL App. Total Right Thru Left eao«o App. Total Right Thru Left ean[wo App. Total 161. Total 08:00 AM 0 134 56 0 190 171 0 51 25 247 47 195 0 14 256 56 139 98 10 303 996 08:15 AM 0 185 73 2 260 127 0 57 16 200 42 203 0 46 291 58 141 107 17 323 1074 08:30 AM 0 193 82 5 280 141 0 51 35 227 54 211 0 34 299 46 176 136 15 373 1179 08:45 AM 0 199 77 4 280 142 0 54 36 232 68 224 0 51 343 46 169 147 9 371 1226 Total 0 711 288 11 1010 581 0 213 112 906 211 833 0 145 1189 206 625 488 51 1370 4475 09:00 AM 0 201 97 2 300 111 0 60 33 204 58 170 0 41 269 60 186 118 15 379 1152 09:15 AM 0 166 72 8 246 112 0 49 23 184 54 159 0 29 242 53 165 116 12 346 1018 09:30 AM 0 145 31 2 178 124 0 51 27 202 36 161 0 24 221 56 109 107 2 274 875 09:45 AM 0 161 64 8 233 112 0 67 19 198 45 181 0 19 245 56 128 84 13 281 957 Total 0 673 264 20 957 459 0 227 102 788 193 671 0 113 977 225 588 425 42 1280 4002 *** BREAK *** 05:00 PM 0 216 57 4 277 186 0 63 19 268 36 170 0 39 245 48 94 53 11 206 996 05:15 PM 0 200 44 7 251 145 0 70 28 243 14 168 0 37 219 47 97 83 17 244 957 05:30 PM 0 144 26 9 179 100 0 54 46 200 22 149 0 30 201 43 88 57 15 203 783 05:45 PM 0 281 90 4 375 132 0 49 29 210 43 226 0 32 301 48 121 70 11 250 1136 Total 0 841 217 24 1082 563 0 236 122 921 115 713 0 138 966 186 400 263 54 903 3872 06:00 PM 0 266 75 6 347 127 0 74 27 228 42 215 0 28 285 58 93 61 8 220 1080 06:15 PM 0 248 67 1 316 131 0 72 29 232 45 232 0 28 305 40 85 50 10 185 1038 06:30 PM 0 220 66 2 288 104 0 70 16 190 52 204 0 34 290 42 128 68 16 254 1022 06:45 PM 0 199 60 3 262 126 0 56 22 204 48 190 0 19 257 48 114 59 33 254 977 Total 0 933 268 12 1213 488 0 272 94 854 187 841 0 109 1137 188 420 238 67 913 4117 Grand Total 0 3158 1037 67 4262 2091 0 948 430 3469 706 3058 0 505 4269 805 2033 1414 214 4466 16466 Apprch % 0 74.1 24.3 1.6 60.3 0 27.3 12.4 16.5 71.6 0 11.8 18 45.5 31.7 4.8 Total % 0 19.2 6.3 0.4 25.9 12.7 0 5.8 2.6 21.1 4.3 18.6 0 3.1 25.9 4.9 12.3 8.6 1.3 27.1 Passenger Veh 0 3117 1027 67 4211 2070 0 946 430 3446 700 3028 0 505 4233 786 2011 1398 214 4409 16299 Passenger Vch %Ilcavy 0 98.7 99 100 98.8 99 0 99.8 100 99.3 99.2 99 0 100 99.2 97.6 98.9 98.9 100 98.7 99 Veh 0 41 10 0 51 21 0 2 0 23 6 30 0 0 36 19 22 16 0 57 167 % heavy Vch 0 1.3 1 0 1.2 1 0 0.2 0 0.7 0.8 1 0 0 0.8 2.4 1.1 1.1 0 1.3 1 P&B CNL: Pedestrians and Bicyclists Crossing North Leg P&B CEL: Pedestrians and Bicyclists Crossing East Leg P&B CSL: Pedestrians and Bicyclists Crossing South Leg P&B CWL: Pedestrians and Bicyclists Crossing West Leg CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 8th Street File Name : brickell ave at se 8 st Site Code : 00800504 Start Date : 5/11 /2010 Page No : 3 SR 5/US 1/Brickell Avenue Southbound SR 90/SE 8th Street Westbound SR 5/US 1/Brickell Avenue Northbound SR 90/SE 8th Street Eastbound Start Time Right Thru Left Puo U_ App. Total Right Thru Left MO (IL App. Toni Right Thru Left P8,13<si. Ate. Total Right Thru Left Pra OAT App.To[al Peak Hour Analysis From 08:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 0 08:30 AM 0 08:45 AM 0 09:00 AM 0 185 193 199 201 73 82 77 97 2 5 4 2 260 280 280 300 127 141 142 111 0 0 0 0 57 51 54 60 16 35 36 33 200 227 232 204 42 203 54 211 68 224 58 170 0 0 0 0 46 34 51 41 291 299 343 269 58 46 46 60 141 176 169 186 107 136 147 118 17 15 9 15 323 373 371 379 Int. Total Total Volumc %App. Total PHF 0 778 329 13 1120 0 69.5 29.4 1.2 .000 .968 .848 .650 .933 521 0 222 120 863 60.4 0 25.7 13.9 .917 .000 .925 .833 .930 222 808 0 172 1202 18.5 67.2 0 14.3 .816 .902 .000 .843 .876 210 672 508 56 1446 14.5 46.5 35.1 3.9 .875 .903 .864 .824 .954 1074 1179 1226 1152 4631 .944 CO O N SR 5/US 1/Brickell Avenue Out In Total 1837I 1120I 2957I 778 329 13 R1—right Thu LeILft P&B CNL Peak Hour Data North Peak Hour Begins at 08:15 AM Passenger Veh Heavy Veh P P&B Left Thru Ri ht CSL 0 808 222 172 1202 Out In Total SR 5/US 1/Brickell Avenue 1210 2412 (D 1-m O 1,3 1,3 IJ 0 N W CO W 0 rn CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201 Miami, Florida, 33178 Turning Movement Count SR 5/US 1/Brickell Avenue at SE 8th Street File Name : brickell ave at se 8 st Site Code : 00800504 Start Date : 5/11 /2010 Page No : 5 SR 5/US 1/Brickell Avenue Southbound SR 90/SE 8th Street Westbound SR 5/US 1/Brickell Avenue Northbound SR 90/SE 8th Street Eastbound Start Time Right Thru Left App. Total Right Thru Left ego CU. App. Total Right Thru Left Pao CSL. App. Total Right Thru Left 3843,w,, Ate. Tort Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:45 PM 05:45 PM 06:00 PM 06:15 PM 06:30 PM 0 0 0 0 281 266 248 220 90 75 67 66 4 375 6 347 1 316 2 288 132 127 131 104 0 0 0 0 49 74 72 70 29 27 29 16 210 228 232 190 43 42 45 52 226 215 232 204 0 0 0 0 32 28 28 34 301 285 305 290 48 58 40 42 121 93 85 128 70 61 50 68 16 11 250 8 220 10 185 254 Int. Total Total Volume %App. Total PHF 0 1015 298 13 1326 0 76.5 22.5 1 .000 .903 .828 .542 .884 494 0 265 101 860 57.4 0 30.8 11.7 .936 .000 .895 .871 .927 182 877 0 122 1181 15.4 74.3 0 10.3 .875 .945 .000 .897 .968 188 427 249 45 909 20.7 47 27.4 5 .810 .834 .889 .703 .895 1136 1080 1038 1022 4276 .941 0 rn SR 5/US 1/Brickell Avenue Out In Total 1620 1326 2946 1015 298 13 Right Thu Le. ft P&B 1—r IL/ CNL Peak Hour Data North Peak Hour Begins at 05:45 PM Passenger Veh Heavy Veh P&B Left Thru Right CSL �® 877 1468 1181 2649 Out In Total SR 5/l1S 1/Rrickell Avenue m0) r CO 0 CO rn 0 Int. 10 D :10j/71 SuV�i.H,�le rec SwSTiGC SE 6TH STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. : 6STMIAAV Page 1 S MIAMI AVENUE ISE 6 STREET IS MIAMI AVENUE 'DRIVEWAY j From North (From East 'From South (From West j j I I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right ( UTurn Left Thru Right I Total Date 03/24/11 07:30 0 0 70 0 j 0 0 0 18 0 1 66 12 ] 0 0 0 0 07:45 0 0 88 0 I 0 0 0 23 0 1 70 20 1 0 1 0 0 08:00 0 0 113 0 I 0 0 0 34 0 2 110 20 I 0 0 0 0 0B:15 0 0 127 0 I 1 0 0 35 0 0 122 16 ] 0 0 0 0 Hr Total 0 0 398 0 1 0 0 110 0 4 368 68 0 1 0 0 08:30 0 0 170 0 j 0 0 1 35 j 0 0 135 29 j 0 1 0 0 08:45 0 0 197 0 j 0 0 0 39 j 0 0 122 36 j 0 0 0 0 09:00 0 0 180 0 j 0 0 0 29 I 0 0 103 33 j 0 0 1 0 09:15 0 0 138 0] 1 0 0 25 I 0 0 105 34 ] 0 0 0 0 Hr Total 0 0 685 0 1 0 1 128 I 0 0 465 132 ] 0 1 1 0 * BREAK 167 203 279 301 950 371 394 346 303 1414 15:30 0 0 0 0] 0 0 0 0 I 0 0 0 0] 0 0 0 0] 0 15:45 0 0 0 0 1 0 0 0 0 j 0 0 0 0; 0 0 0 0 I 0 16:00 0 0 140 0 j 0 0 0 26 I 0 0 95 24 ] 0 0 0 0 I 285 16:15 0 0 36 0] 0 0 0 9] 0 1 47 23 0 0 1 0] 117 Hr Total 0 0 176 0 I 0 0 0 35 I 0 1 142 47 1 0 0 1 0 I 402 16:30 0 0 204 0 I 1 0 0 33 ] 0 1 114 25 i 0 0 0 0 I 378 16:45 0 0 142 0 I 0 0 0 21 j 0 1 129 33 j 0 3 0 0 I 329 17:00 0 0 150 0 I 0 0 0 40 j 0 1 126 31 I 0 2 0 0 I 350 17:15 0 0 154 0 I 1 0 2 39 j 0 0 130 20 ] 0 1 0 0 I 347 Hr Total 0 0 650 0 2 0 2 133 1 0 3 499 109 I 0 6 0 0 I 1404 17:30 0 0 200 0 1 0 0 24 ( 0 0 157 22 I 0 0 0 0 404 17:45 0 0 225 0 1 1 0 0 36 ] 0 0 142 29 j 0 0 0 0 1 433 Hr Total 0 0 425 0 j 2 0 0 60 ] 0 0 299 51 0 0 0 0 1 837 *TOTAL* 0 0 2334 0 6 0 3 466 1 0 8 1773 407 0 8 2 0 1 5007 SE 6TH STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. 6STMIAAV Page 2 S MIAMI AVENUE ISE 6 STREET IS MIAMI AVENUE DRIVEWAY From North IFrom East IFrom 'From West South I I I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total Date 03/24/11 Peak Hour Analysis By Entire Intersection for the Period: 0730 00 0930 on 03/24/11 Peak start 08:30 08:30 08:30 08:30 Volume 0 0 685 0 1 0 1 128 0 0 465 132 0 1 1 0 Percent 0% 0% 100% 0% 1% 08 1% 98% 0% 0% 78% 22% 0% 50% 50% 0% Pk total 685 130 597 2 Highest 08:45 08:45 08:30 08:30 Volume 0 0 197 0] 0 0 0 39 0 0 135 29 0 1 0 0 Hi total 197 39 164 1 PHF .87 .83 .91 .50 DRIVEWAY 0 1 0 1 0 0 0 0 1 1 2 0 0 0 S MIAMI AVENUE 685 685 685 0 0 3 1,279 1 465 128 594 • ALL VEHICLES Intersection Total 1,414 1 685 0 686 1,283 0 0 S MIAMI AVENUE 263 0 0 128 128 130 1 597 465 465 1 1 133 SE 6 STREET 0 1 132 132 132 0 0 SE 6TH STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00110035 Start Date: 03/24/11 File I.D. : 6STMIAAV Page : 3 S MIAMI AVENUE ISE 6 STREET IS MIAMI AVENUE (DRIVEWAY From North (From East !From South (From West UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 03/24/11 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 03/24/11 Peak start 17:00 17:00 17:00 17:00 Volume 0 0 729 0 3 0 2 139 0 1 555 102 0 3 0 0 Percent 0% 0% 100% 0% 2% 0% 1% 97% 0% 0% 84% 16% ( 0% 100% 0% 0% Pk total 729 144 658 3 Highest 17:45 17:15 17:30 17:00 Volume 0 0 225 0 1 0 2 39 0 0 157 22 0 2 0 0 Hi total 225 ( 42 179 ( 2 PHF .81 ( .86 .92 .38 DRIVEWAY 1 2 0 0 3 0 3 3 0 0 3 0 0 0 0 0 S MIAMI AVENUE 729 729 - 729 0 0 1,426 3 555 139 697 • ALL VEHICLES 6 246 Intersection Total 1,534 3 729 0 732 1,390 S MIAMI AVENUE 0 0 139 139 144 2 658 • 555 555 2 102 SE 6 STREET 0 0 102 102 102 0 0 SE 6TH STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00110035 Start Date: 03/24/11 File I.D. : 6STMIAAV Page 1 S MIAMI AVENUE ISE 6 STREET IS MIAMI AVENUE (DRIVEWAY From North (From East 'From South (From West Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds I Left Thru Right Peds I Total Date 03/24/11 07:30 0 0 0 1; 0 0 0 2( 0 0 0 2 0 0 0 0 I 5 07:45 0 0 0 1 0 0 0 6] 0 0 0 2 i 0 0 0 0 I 9 08:00 0 0 0 0; 0 0 0 2( 0 0 0 3 0 0 0 0 I 5 08:15 0 0 0 0 0 0 0 2] 0 0 0 2 i 0 0 0 0 I 4 Hr Total 0 0 0 2 j 0 0 0 12 ] 0 0 0 9] 0 0 0 0 I 23 08:30 0 0 0 0 I 0 0 0 3 1 0 0 0 5 0 0 0 0 8 08:45 0 0 0 0 I 0 0 0 2] 0 0 0 8 I 0 0 0 0 10 09:00 0 0 0 0 I 0 0 0 5( 0 0 0 1 I 0 0 0 0 6 09:15 0 0 0 1] 0 0 0 0( 0 0 0 3] 0 0 0 0 I 4 Hr Total 0 0 0 1 I 0 0 0 10 ( 0 0 0 17 I 0 0 0 0 1 28 * BREAK * 15:30 0 0 0 0 l 0 0 0 0] 0 0 0 0 I 0 0 0 o I 0 15:45 0 0 0 0] 0 0 0 0; 0 0 0 0 I 0 0 0 0 I 0 16:00 0 0 0 0 I 0 0 0 3] 0 0 0 1 I 0 0 0 0 1 4 16:15 0 0 0 1 I 0 0 0 2 j 0 0 0 4 I 0 0 0 0; 7 Hr Total 0 0 0 1 I 0 0 0 5] 0 0 0 5 I 0 0 0 0 1 11 16: 3 0 0 0 0 0 i 0 0 0 2 0 0 0 2] 0 0 0 0' 4 16: 4 5 0 0 0 0] 0 0 0 3 0 0 0 4 0 0 0 0 I 7 17:00 0 0 0 0 j 0 0 0 7 0 0 0 6 I 0 0 0 0 j 13 17:15 0 0 0 0 j 0 0 0 1 0 0 0 5 0 0 0 0 j 6 Hr Total 0 0 0 0( 0 0 0 13 0 0 0 17 j 0 0 0 0 1 30 17:30 0 0 0 1( 0 0 0 70 0 0 2 ] 0 0 0 0] 10 17:45 0 0 0 1] 0 0 0 3] 0 0 0 11 ] 0 0 0 0] 15 Hr Total 0 0 0 2( 0 0 0 10 1 0 0 0 13 ] 0 0 0 0( 25 *TOTAL* 0 0 0 6] 0 0 0 50 1 0 0 0 61 1 0 0 0 0 1 117 24-Hour Machine Counts Page 1 CH Perez and Associates Consulting Engineers, Inc. 9594 NW 41st Street, Suite 201 Doral, Florida, 33178 305-592-1070 - Fax: 305-592-1078 Station ID: 20219 SR 5/US 1/Brickell Avenue - Southbound North of SE 5th Street Start Mon Tue Wed Thu Fri Time 26-Apr-10 27-Apr-10 28-Apr-10 29-Apr-10 30-Apr-10 Average Sat Sun Week Day 01-May-10 02-May-10 Average 12:00 AM * 227 266 311 * 268 * * 01:00 * 134 152 164 * 150 * * 02:00 * 69 86 117 * 91 * * 03:00 * 39 58 90 * 62 * * 04:00 * 69 68 72 * 70 * * 05:00 * 124 126 129 * 126 * * 06:00 * 357 334 318 * 336 * * 07:00 * 746 687 744 * 726 * * 08:00 * 1188 1342 1364 * 1298 * * 1298 09:00 * 1181 1115 1074 * 1123 * * 1123 10:00 * 922 894 838 * 885 * * 885 11:00 * 833 958 840 * 877 * * 877 12:00 PM * 1005 1108 1089 * 1067 * * 1067 01:00 * 1008 1042 888 * 979 * * 979 02:00 * 929 992 1034 * 985 * * 985 03:00 * 1003 971 1030 * 1001 * * 1001 04:00 * 1171 1018 1112 * 1100 * * 1100 05:00 * 1312 1156 914 * 1127 * * 1127 06:00 * 1353 1407 303 * 1021 * * 1021 07:00 * 1076 1235 34 * 782 * * 782 08:00 * 867 938 449 * 751 * * 751 09:00 * 738 725 900 * 788 * * 788 10:00 * 707 731 707 * 715 * * 715 11:00 * 485 646 610 * 580 * * 580 268 150 I 91 ❑ 62 1 70 0 126 336 726 0/0 Day Total 0 17543 18055 15131 0 % Avg. WkDay Avg. Week 0.0% 103.8% 106.8% 89.5% 0.0% 0.0% 103.8% 106.8% 89.5% 0.0% 16908 0 0 16908 100.0% 0.0% 0.0% AM Peak 08:00 08:00 08:00 08:00 08:00 Vol. 1188 1342 1364 1298 1298 PM Peak 18:00 18:00 16:00 17:00 17:00 Vol. 1353 1407 1112 1127 1127 Grand Total 0 17543 18055 15131 0 16908 0 0 16908 ADT ADT 17,799 AADT 17,799 Page 1 CH Perez and Associates Consulting Engineers, Inc. 9594 NW 41st Street, Suite 201 Doral, Florida, 33178 305-592-1070 - Fax: 305-592-1078 Station ID: 20219 SR 5/US 1/Brickell Avenue - Southbound North of SE 5th Street Start 26-Apr-10 Tue Wed Thu Fri Sat Sun Average Day 12:00 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 * * * * * * * * * * * * * * * * * * * * * * 74 54 61 38 44 28 38 24 19 18 20 285 191 275 254 266 258 252 232 266 234 130 80 68 46 72 50 36 39 27 18 22 26 276 282 266 284 242 258 262 280 120 367 268 105 82 67 57 54 39 47 24 45 32 19 288 267 286 248 246 120 294 228 238 230 286 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 86 68 58 56 49 34 41 25 27 24 22 283 247 276 262 251 212 269 247 208 277 228 02:45 * * 12 299 20 237 21 280 * * * * * * 18 272 03:00 * * 12 254 12 261 26 232 * * * * * * 17 249 03:15 * * 9 262 18 236 16 268 * * * * * * 14 255 03:30 * * 9 269 14 236 20 260 * * * * * * 14 255 03:45 * * 9 218 14 238 28 270 * * * * 17 242 04:00 * * 12 287 13 266 12 261 * * * * 12 271 04:15 * * 16 300 13 209 26 294 * * * 18 268 04:30 * * 15 292 20 265 12 287 * * * * 16 281 04:45 * * 26 292 22 278 22 270 * * * * * * 23 280 05:00 * * 18 290 18 314 15 217 * * * * * * 17 274 05:15 * * 24 174 30 353 28 248 * * * * * * 27 258 05:30 * * 36 490 30 287 34 180 * * * * * * 33 319 05:45 * * 46 358 48 202 52 269 * * * * * * 49 276 06:00 * * 42 322 44 392 46 204 * * * * * * 44 306 06:15 * * 59 382 56 328 44 21 * * * * * * 53 244 06:30 * * 96 344 96 314 90 8 * * * * * * 94 222 06:45 * * 160 305 138 373 138 70 * * * * * * 145 249 07:00 * * 138 314 133 345 144 10 * * * * * * 138 223 07:15 * * 160 296 156 308 158 6 * * * * * * 158 203 07:30 * * 198 246 164 288 198 12 * * * * * * 187 182 07:45 * * 250 220 234 294 244 6 * * * * * * 243 173 08:00 * * 282 209 296 258 274 2 * * * * * * 284 156 08:15 * * 332 237 314 248 366 33 * * * * * * 337 173 08:30 * * 352 212 350 216 348 166 * * * * * * 350 198 08:45 * * 222 209 382 216 376 248 * * * * * * 327 224 09:00 * * 299 179 312 181 328 233 * * * * * * 313 198 09:15 * * 327 191 304 102 292 208 * * * * * * 308 167 09:30 * * 279 198 263 248 84 222 * * * * * * 209 223 09:45 * * 276 170 236 194 370 237 * * * * * * 294 200 10:00 * * 158 192 235 172 240 183 * * * * * * 211 182 10:15 * * 302 185 202 166 222 186 * * * * * * 242 179 10:30 * * 218 158 241 191 164 174 * * * * * * 208 174 10:45 * * 244 172 216 202 212 164 * * * * * * 224 179 11:00 * * 239 149 234 181 128 174 * * * * * * 200 168 11:15 * * 237 134 184 152 284 158 * * * * * * 235 148 11:30 * * 146 91 260 186 84 154 * * * * * * 163 144 11:45 * * 211 111 280 127 344 124 * * * * * * 278 121 Total Day Total % Splits Peak Vol. P.H.F. 0 0 5889 11654 0 17543 0.0% 0.0% 33.6% 66.4% 6086 11969 6061 9070 0 0 18055 15131 0 0 0 0 0 0 0 6010 10896 16906 33.7% 66.3% 40.1 % 59.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 35.5% 64.5% 07:45 05:30 08:15 06:00 08:15 03:45 1216 1552 1358 1407 1418 1112 0.864 0.792 0.889 0.897 0.943 0.946 08:15 1327 0.948 05:15 1159 0.908 ADT ADT 17,799 AADT 17,799 Page 1 CH Perez and Associates Consulting Engineers, Inc. 9594 NW 41st Street, Suite 201 Doral, Florida, 33178 305-592-1070 - Fax: 305-592-1078 Station ID: 19612 SR 5/US 1/Brickell Avenue - Northbound South of SR 90/SE 8th Street Start Mon Tue Wed Thu Fri Time 26-Apr-10 27-Apr-10 28-Apr-10 29-Apr-10 30-Apr-10 Average Sat Sun Week Day 01-May-10 02-May-10 Average 12:00 AM * 170 216 232 * 206 01:00 * 92 83 114 * 96 02:00 * 42 78 81 * 67 03:00 * 33 33 45 * 37 04:00 * 32 39 45 * 39 05:00 * 97 102 106 * 102 06:00 * 268 248 265 * 260 07:00 * 626 604 631 * 620 08:00 * 964 1020 974 * 986 09:00 * 939 891 858 * 896 10:00 * 763 830 790 * 794 11:00 * 686 846 652 * 728 12:00 PM * 787 929 884 * 867 01:00 * 907 844 747 * 833 02:00 * 772 833 867 * 824 03:00 * 850 778 890 * 839 04:00 * 838 802 750 * 797 05:00 * 923 840 616 * 793 06:00 * 993 987 461 * 814 07:00 * 784 914 277 * 658 08:00 * 711 723 456 * 630 09:00 * 603 629 598 * 610 10:00 * 486 549 498 * 511 11:00 * 360 409 402 * 390 206 96 11 67 ❑ 37 1 39 0 102 I 260 620 * * 986 * * 896 * * 794 * * 728 * * 867 * * 833 * * 824 * * 839 * * 797 * * 793 * * 814 * * 658 * * 630 * * 610 * * 511 390 0/0 Day Total 0 13726 14227 12239 0 % Avg. WkDay Avg. Week 0.0% 102.5% 106.2% 91.4% 0.0% 0.0% 102.5% 106.2% 91.4% 0.0% 13397 0 0 13397 100.0% 0.0% 0.0% AM Peak 08:00 08:00 08:00 08:00 08:00 Vol. 964 1020 974 986 986 PM Peak 18:00 18:00 15:00 12:00 12:00 Vol. 993 987 890 867 867 Grand Total 0 13726 14227 12239 0 13397 0 0 13397 ADT ADT 13,976 AADT 13,976 Page 1 CH Perez and Associates Consulting Engineers, Inc. 9594 NW 41st Street, Suite 201 Doral, Florida, 33178 305-592-1070 - Fax: 305-592-1078 Station ID: 19612 SR 5/US 1/Brickell Avenue - Northbound South of SR 90/SE 8th Street Start 26-Apr-10 Tue Wed Thu Fri Sat Sun Average Day 12:00 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 * * * * * * * * * * * * * * * * * * * * * * 66 46 36 22 30 25 20 17 18 9 8 181 140 228 238 208 231 230 238 221 213 96 68 49 53 46 24 22 17 20 28 16 19 226 231 230 242 156 216 245 227 128 263 242 82 69 43 38 38 35 15 26 20 13 23 207 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 72 55 44 35 31 27 17 21 22 13 17 205 200 229 233 228 229 220 226 197 182 231 223 182 229 194 100 217 204 198 211 244 02:45 * * 7 242 15 200 25 214 * * * * * * 16 219 03:00 * * 11 242 7 192 12 206 * * * * * * 10 213 03:15 * * 9 182 7 198 10 236 * * * * * * 9 205 03:30 * * 5 220 12 204 12 231 * * * * * * 10 218 03:45 * * 8 206 7 184 11 217 * * * * * * 9 202 04:00 * * 4 210 14 196 16 192 * * * * * * 11 199 04:15 * * 8 222 5 186 9 212 * * * * * * 7 207 04:30 * * 6 202 9 194 8 186 * * * * * * 8 194 04:45 * * 14 204 11 226 12 160 * * * * * * 12 197 05:00 * * 21 247 12 262 14 216 * * * * * * 16 242 05:15 * * 11 186 20 248 22 151 * * * * * * 18 195 05:30 * * 32 242 30 192 28 146 * * * * * * 30 193 05:45 * * 33 248 40 138 42 103 * * * * * * 38 163 06:00 * * 32 264 30 278 42 112 * * * * * * 35 218 06:15 * * 58 244 46 242 52 123 * * * * * * 52 203 06:30 * * 90 249 80 213 75 156 * * * * * * 82 206 06:45 * * 88 236 92 254 96 70 * * * * * * 92 187 07:00 * * 126 176 110 226 134 22 * * * * * * 123 141 07:15 * * 130 216 138 244 132 100 * * * * * * 133 187 07:30 * * 162 198 158 226 178 84 * * * * * * 166 169 07:45 * * 208 194 198 218 187 71 * * * * * * 198 161 08:00 * * 274 196 226 178 221 122 * * * * * * 240 165 08:15 * * 254 162 255 161 254 122 * * * * * * 254 148 08:30 * * 280 188 293 194 258 100 * * * * * * 277 161 08:45 * * 156 165 246 190 241 112 * * * * * * 214 156 09:00 * * 234 139 236 183 256 117 * * * * * * 242 146 09:15 * * 240 165 266 126 242 153 * * * * * * 249 148 09:30 * * 214 160 200 176 108 176 * * * * * * 174 171 09:45 * * 251 139 189 144 252 152 * * * * * * 231 145 10:00 * * 168 132 206 146 210 154 * * * * * * 195 144 10:15 * * 201 130 201 134 231 126 * * * * * * 211 130 10:30 * * 194 111 215 143 125 98 * * * * * * 178 117 10:45 * * 200 113 208 126 224 120 * * * * * * 211 120 11:00 * * 197 116 194 118 108 122 * * * * * * 166 119 11:15 * * 209 80 214 126 220 114 * * * * * * 214 107 11:30 * * 140 94 224 91 80 90 * * * * * * 148 92 11:45 * * 140 70 214 74 244 76 * * * * * * 199 73 Total Day Total % Splits Peak Vol. P.H.F. 0 0 4712 9014 0 13726 0.0% 0.0% 34.3% 65.7% 4990 9237 14227 35.1% 64.9% 4793 7446 0 0 0 12239 0 0 0 0 0 0 4832 8566 13398 39.2% 60.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 36.1% 63.9% 07:45 05:45 08:30 06:00 08:15 00:15 1016 1005 1041 987 1009 903 0.907 0.952 0.888 0.888 0.978 0.986 08:15 12:00 987 867 0.891 0.930 ADT ADT 13,976 AADT 13,976 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location : D0426002.PRN : 000000042505 : 000110252088 : Apr 26, 11 : Apr 26, 11 : Miami, Florida : SW 7 St between Interval Start time Stop time County S Miami Ave & SW 1 Ave 15 minutes 00:00 24:00 Dade ******************************************************************************* Apr 26 Westbound Volume End Time 00 15 30 45 00 71 71 49 41 Hr Total 232 01 02 03 04 28 31 38 28 22 25 21 9 12 18 16 15 12 19 7 11 125 77 47 05 06 07 08 09 38 28 40 37 40 62 68 95 149 134 168 160 190 229 210 220 200 186 219 228 63 143 265 611 849 833 10 11 219 251 253 232 955 226 242 269 303 1040 End Time 12 15 30 45 00 323 303 299 297 Hr Total 1222 13 315 294 322 287 14 269 266 272 282 15 336 323 303 292 1218 1089 1254 16 328 287 352 240 439 408 370 342 17 18 395 347 320 261 19 20 21 284 262 229 202 200 209 156 167 187 156 175 141 1207 1559 1323 977 732 659 22 23 187 142 138 134 118 104 135 96 578 476 24 Hour Total : 17534 AM peak hour begins : 11:30 AM peak volume : 1198 Peak hour factor : 0.93 PM peak hour begins : 17:00 PM peak volume : 1559 Peak hour factor : 0.89 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location : D0426005.PRN : 000000042501 : 009601260020 : Apr 26, 11 : Apr 26, 11 : Miami, Florida : SW 8 St between Interval Start time Stop time County SW 1 Ave & S Miami Ave 15 minutes 00:00 24:00 Dade ******************************************************************************* Apr 26 Eastbound Volume End Time 00 15 30 45 00 53 37 54 40 Hr Total 184 01 02 38 34 26 35 23 16 13 9 03 8 10 14 7 04 13 9 12 22 05 16 32 51 64 133 61 39 56 163 06 60 94 167 176 ---- 497 07 162 203 279 350 994 08 397 468 455 480 ---- 1800 09 ---- 449 358 343 348 ---- 1498 10 ---- 332 283 304 298 283 291 287 281 ---- 1206 1153 11 End Time 12 13 14 15 ---- 15 274 308 241 267 30 274 281 251 235 45 297 270 312 247 00 286 281 301 263 Hr Total 1131 1140 1105 1012 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- 201 235 265 241 220 135 135 129 202 243 243 226 184 149 148 111 236 250 274 192 172 150 128 99 209 303 260 184 184 158 108 67 848 1031 1042 843 760 592 519 406 24 Hour Total : 18213 AM peak hour begins : 08:15 AM peak volume : 1852 Peak hour factor : 0.96 PM peak hour begins : 12:30 PM peak volume : 1172 Peak hour factor : 0.95 ******************************************************************************* Peak Season Factor Category Report 2011 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8701 MIAMI-DADE SOUTH WEEK DATES SF MOCF: 0.97 PSCF 1 2 3 4 5 * 6 * 7 * 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 *18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 01/01/2011 01/02/2011 01/09/2011 01/16/2011 01/23/2011 01/30/2011 02/06/2011 02/13/2011 02/20/2011 02/27/2011 03/06/2011 03/13/2011 03/20/2011 03/27/2011 04/03/2011 04/10/2011 04/17/2011 04/24/2011 05/01/2011 05/08/2011 05/15/2011 05/22/2011 05/29/2011 06/05/2011 06/12/2011 06/19/2011 06/26/2011 07/03/2011 07/10/2011 07/17/2011 07/24/2011 07/31/2011 08/07/2011 08/14/2011 08/21/2011 08/28/2011 09/04/2011 09/11/2011 09/18/2011 09/25/2011 10/02/2011 10/09/2011 10/16/2011 10/23/2011 10/30/2011 11/06/2011 11/13/2011 11/20/2011 11/27/2011 12/04/2011 12/11/2011 12/18/2011 12/25/2011 * PEAK SEASON 01/01/2011 01/08/2011 01/15/2011 01/22/2011 01/29/2011 02/05/2011 02/12/2011 02/19/2011 02/26/2011 03/05/2011 03/12/2011 03/19/2011 03/26/2011 04/02/2011 04/09/2011 04/16/2011 04/23/2011 04/30/2011 05/07/2011 05/14/2011 05/21/2011 05/28/2011 06/04/2011 06/11/2011 06/18/2011 06/25/2011 07/02/2011 07/09/2011 07/16/2011 07/23/2011 07/30/2011 08/06/2011 08/13/2011 08/20/2011 08/27/2011 09/03/2011 09/10/2011 09/17/2011 09/24/2011 10/01/2011 10/08/2011 10/15/2011 10/22/2011 10/29/2011 11/05/2011 11/12/2011 11/19/2011 11/26/2011 12/03/2011 12/10/2011 12/17/2011 12/24/2011 12/31/2011 1.01 1.01 1.01 1.00 0.99 0.98 0.98 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.98 0.98 0.98 0.99 0.99 1.00 1.00 1.00 0.99 0.99 1.00 1.01 1.01 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.04 1.04 1.04 1.03 1.02 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.02 1.02 1.03 1.03 1.03 1.02 1.02 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.04 1.04 1.04 1.04 1.05 1.05 1.05 1.05 1.05 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 14-FEB-2012 14:42:32 830UPD [1,0,0,1] 6 8701 PKSEASON.TXT APPENDIX C: Miami -Dade Transit Data Route Maps NW 16th St NW 13th C NW 14th St NW 7lh St z NW 18th St NW 17th St NW 151h St ITI NW 7th St m m W Flagler St 414144 sw sw 1st St SW 14th St 8th St SW 12th St W 13th St NW 17th St NW 10th St NW 9th St NW 8th St NW 7th St NW 6th St NW 5th St NW 3rd St NW 2nd St NW 1st St %' SW2nd St SW 3rd St SW 4th St SW 5th St SW 6th St SW Bth St SW 9th St SW 101h St SW 11th St NW 17th St z 15 NW 16th St NW 15th St 95 95 211 ISTORIC OVERtTOWN 51 20i Si, s,, 6t `6 d`,_ '', S� ''& S)7- S44. `o Pa 9g, 9a Pa ?a RIC THEATRE as2. GOVERNMENT CENTER 2nd STREET O BRICKELL SCHOOL BOARD NE 111h S1 NE 10th St NW 9th St 17th St E m NE 9th NW 8th St NE 8t 6 BRICKELL BRICKEL TRANSFER TO METRO' FINANCIAL DISTRICT NE 16th VENTH TREET PARK tWEST COLLE NORTH z m /17th S NE 17th 7e MNI OMNI 7th St M 6th St SE 46, ERWALK St 0 EIGHT TENT PRO 6 ss 93— M 9310 AI 5th St FIRST STREET E Hagler St SE1s t a SE2nd S1 ms m THE NADE BAYFRONT PARK Brickell Key DOWNTOWN MIAMI (CENTENNIAL PARK (Closed). /BAYSIDE 00MNI SE 3rd S Brickell Ke Biscayne Bay Legend nnetrorm Nao-an,avar ni (00 r Laop) ®Mi.Bnna (Outer Loop) Downtown(Inn r LoOP) 1 T n�sfer Station Route6 NW 37 Ave Q NW 14 St co NW11StZ SW 8 St SW 32 Ave SW 29 Ave a) o CO SW 27 Lane NW30Stn NW 29 St W. Flagler St L. SW 1 St SW 27 Terr a) ti Coconut Grove Metrorail ' ' ' Station Bird Rd (SW 40 St) SW 9 St .J 11 St NE 17 St a) E SE / NE 1 Ave tSW8St a) Brickell Metrorail Station North Map not to scale 6/08 Miami -Dade County - Transit - Routes Schedule Page 1 of 1 MEAM 577421 Transit 6 Schedule Back to previous page Service: WEEKDAY Direction: NORTHBOUND Coconut SW 8 St NW 7 St NW 14 St Flagler St Brickell Miami Dade NW 29 St NW 29 St Grove & 32 Ave & 37 Ave & 22 Ave & 22 Ave Station College & N Miami & 18 Ave Station Dwtn. Camp Ave 08:30AM 08:39AM 08:49AM 08:59AM 09:04AM 09:19AM 09:27AM 09:33AM 09:41AM 09:30AM 09:39AM 09:49AM 09:58AM 10:03AM 10:18AM 10:26AM 10:32AM 10:40AM 10:30AM 10:39AM 10:49AM 10:58AM 11:03AM 11:18AM 11:26AM 11:32AM 11:40AM 11:30AM 11:39AM 11:49AM 11:58AM 12:03PM 12:18PM 12:26PM 12:32PM 12:40PM 12:30PM 12:39PM 12:49PM 12:58PM 01:03PM 01:18PM 01:26PM 01:32PM 01:40PM 01:30PM 01:39PM 01:49PM 01:58PM 02:03PM 02:18PM 02:26PM 02:32PM 02:40PM 02:30PM 02:39PM 02:49PM 02:58PM 03:03PM 03:18PM 03:26PM 03:32PM 03:41PM 03:30PM 03:39PM 03:49PM 03:59PM 04:04PM 04:19PM 04:27PM 04:33PM 04:42PM 04:30PM 04:39PM 04:49PM 04:59PM 05:04PM 05:19PM 05:27PM 05:33PM 05:42PM 05:30PM 05:39PM 05:49PM 05:59PM 06:04PM 06:19PM 06:27PM 06:33PM 06:42PM Back to previous page http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=Northboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 1 of 1 MrAmi-msnED ;i 6 Schedule Back to previous page Service: WEEKDAY Direction: SOUTHBOUND NW 29 St NW 29 St Miami Ave Brickell Flagler St NW 14 St NW 7 St SW 8 St SW 40 St & Coconut & 18 Ave & N Miami & Flagler Station & 22 Ave & 22 Ave & 37 Ave & 32 Ave SW 32 Ave Grove Ave St Station 08:OOAM 08:08AM 08:19AM 08:24AM 08:39AM 08:45AM 08:55AM 09:03AM 09:12AM 09:17AM 09:OOAM 09:08AM 09:18AM 09:23AM 09:38AM 09:44AM 09:54AM 10:02AM 10:11 AM 10:16AM 10:OOAM 10:08AM 10:18AM 10:23AM 10:38AM 10:44AM 10:54AM 11:02AM 11:11AM 11:16AM 11:OOAM 11:08AM 11:18AM 11:23AM 11:38AM 11:44AM 11:54AM 12:02PM 12:11PM 12:16PM 12:OOPM 12:08PM 12:18PM 12:23PM 12:38PM 12:44PM 12:54PM 01:02PM 01:11 PM 01:16PM 01:OOPM 01:08PM 01:18PM 01:23PM 01:38PM 01:44PM 01:54PM 02:02PM 02:11PM 02:16PM 02:OOPM 02:08PM 02:18PM 02:23PM 02:38PM 02:44PM 02:54PM 03:02PM 03:12PM 03:17PM 03:OOPM 03:08PM 03:18PM 03:24PM 03:39PM 03:45PM 03:55PM 04:03PM 04:13PM 04:18PM 04:OOPM 04:08PM 04:18PM 04:24PM 04:39PM 04:45PM 04:55PM 05:03PM 05:13PM 05:18PM 05:OOPM 05:08PM 05:18PM 05:24PM 05:39PM 05:45PM 05:55PM 06:03PM 06:13PM 06:18PM Back to previous page http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=S outhboun... 4/25/2011 Route 8 FIU University Park Campus • FIU Bus Terminal SW 107 Ave SW 17 St r_71 SW 8 St Weekday Service Legend Route 8 FIU Bus Terminal (Via Coral Way)- MDC Wolfson Campus Route 8A FIU Bus Terminal (Via SW 8 St)- MDC Wolfson Campus ■ 11 ■ ■ 5 -4-0- SW 8 St \,/ SW 7 St NE 6 S 5 Coral Way 0 SW24St■■ ■ ■ Q■ N.- • co ■ ■ cn ui St Short Turn Westchester Shopping Center cc\ oo R2e Little Havana WESTCHESTER SHORT TURN & WEEKEND SERVICE Library Fire r L . Station o SW24St •■� co ■ v • Westchester uu)) c0 ■ Shopping Center • �. >� Q• co■ SW 8 St Coral Way > I Br'ckell Metrorail Station Weekend Service Legend Route 8 SW 24 St/ SW 88 Ave- MDC Wolfson Campus . MDC Wolfson Campus Downtown 4 St Miami 5 w z co NORTH MAP NOT TO SCALE 12/2009 Miami -Dade County - Transit - Routes Schedule Page 1 of 2 ,i. Transit 8 Schedule Back to previous page Service: WEEKDAY Direction: EASTBOUND FIU SW 24 St SW 24 St SW 8 St SW 8 St SW 8 St SW 8 St SW 8 St Brickell Miami Dade Univ Park & 87 Ave & 82 Ave & 87 Ave & 57 Ave & 42 Ave & 27 Ave & 12 Ave Station College Campus Dwtn. Camp 04:40AM •04:47AM 04:57AM 05:02AM 05:08AM 05:15AM 05:20AM 05:25AM 05:04AM 05:13AM 05:14AM 05:26AM 05:31AM 05:37AM 05:44AM 05:49AM 05:54AM 05:23AM 05:30AM 05:40AM 05:45AM 05:51AM 06:OOAM 06:07AM 06:14AM 05:31AM 05:40AM 05:41AM 05:53AM 05:58AM 06:06AM 06:15AM 06:22AM 06:29AM 05:48AM 05:55AM 06:07AM 06:13AM 06:21AM 06:30AM 06:37AM 06:44AM • 06:17AM 06:23AM 06:31AM 06:40AM 06:47AM 06:54AM 05:58AM 06:10AM 06:12AM •06:26AM 06:32AM 06:40AM 06:49AM 06:56AM 07:04AM 06:14AM 06:23AM 06:35AM 06:41AM 06:49AM 06:58AM 07:06AM 07:14AM 06:44AM 06:50AM 06:58AM 07:08AM 07:16AM 07:24AM 06:23AM 06:35AM 06:37AM 06:51AM 06:57AM 07:08AM 07:18AM 07:26AM 07:34AM 06:37AM 06:46AM 07:01 AM 07:07AM 07:18AM 07:28AM 07:36AM 07:44AM 07:11AM 07:17AM 07:28AM 07:38AM 07:46AM 07:54AM 06:47AM 07:OOAM 07:03AM 07:21AM 07:27AM 07:38AM 07:48AM 07:56AM 08:04AM 07:05AM 07:16AM 07:31AM 07:37AM 07:48AM 07:58AM 08:06AM 08:14AM 07:41AM 07:47AM 07:58AM 08:08AM 08:16AM 08:24AM 07:17AM 07:30AM 07:33AM 07:51AM 07:57AM 08:08AM 08:18AM 08:26AM 08:34AM 07:35AM 07:46AM 08:01AM 08:07AM 08:18AM 08:28AM 08:36AM 08:44AM • 08:11AM 08:17AM 08:28AM 08:38AM 08:46AM 08:54AM 07:46AM 07:59AM 08:02AM 08:20AM 08:26AM 08:37AM 08:47AM 08:55AM 09:04AM 08:09AM 08:20AM 08:35AM 08:41AM 08:52AM 09:02AM 09:10AM 09:19AM 08:16AM 08:29AM 08:32AM 08:50AM 08:56AM 09:07AM 09:17AM 09:25AM 09:34AM 08:39AM 08:50AM 09:05AM 09:12AM 09:22AM 09:32AM 09:40AM 09:49AM 08:51AM 09:04AM 09:06AM 09:20AM 09:27AM 09:37AM 09:47AM 09:55AM 10:04AM 09:10AM 09:21AM 09:35AM 09:42AM 09:52AM 10:02AM 10:10AM 10:19AM 09:22AM 09:34AM 09:36AM 09:50AM 09:57AM 10:07AM 10:17AM 10:25AM 10:34AM 09:40AM 09:51AM 10:05AM 10:12AM 10:22AM 10:32AM 10:40AM 10:49AM 09:52AM 10:04AM 10:06AM 10:20AM 10:27AM 10:37AM 10:47AM 10:55AM 11:04AM 10:10AM 10:21 AM 10:35AM 10:42AM 10:52AM 11:02AM 11:10AM 11:19AM 10:22AM 10:34AM 10:36AM 10:50AM 10:57AM 11:07AM 11:17AM 11:25AM 11:34AM 10:40AM 10:51 AM 11:05AM 11:12AM 11:22AM 11:32AM 11:40AM 11:49AM 10:52AM 11:04AM 11:06AM 11:20AM 11:27AM 11:37AM 11:47AM 11:55AM 12:04PM 11:10AM 11:21AM 11:35AM 11:42AM 11:52AM 12:02PM 12:10PM 12:19PM 11:22AM 11:34AM 11:36AM 11:50AM 11:57AM 12:07PM 12:17PM 12:25PM 12:34PM 11:40AM 11:51AM 12:05PM 12:12PM 12:22PM 12:32PM 12:40PM 12:49PM 11:52AM 12:04PM 12:06PM 12:20PM 12:27PM 12:37PM 12:47PM 12:55PM 01:04PM 12:10PM 12:21PM 12:35PM 12:42PM 12:52PM 01:02PM 01:10PM 01:19PM http://www.miamidade.gov/transit/routes schedule.asp?R1=WEEKDAY&R2=Eastbound... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 2 of 2 12:22PM 12:34PM 12:36PM 12:50PM 12:57PM 01:07PM 01:17PM 01:25PM 01:34PM 12:40PM 12:51PM 01:05PM 01:12PM 01:22PM 01:32PM 01:40PM 01:49PM 12:52PM 01:04PM 01:06PM 01:20PM 01:27PM 01:37PM 01:47PM 01:55PM 02:04PM 01:10PM 01:21 PM 01:35PM 01:42PM 01:52PM 02:02PM 02:10PM 02:19PM 01:22PM 01:34PM 01:36PM 01:50PM 01:57PM 02:07PM 02:17PM 02:25PM 02:34PM 01:40PM 01:51 PM 02:05PM 02:12PM 02:22PM 02:32PM 02:40PM 02:49PM 01:51 PM 02:03PM 02:05PM 02:19PM 02:26PM 02:36PM 02:46PM 02:54PM 03:04PM 02:04PM 02:15PM 02:29PM 02:36PM 02:46PM 02:56PM 03:04PM 03:14PM 02:10PM 02:22PM 02:24PM 02:38PM 02:45PM 02:55PM 03:06PM 03:14PM 03:24PM 02:19PM 02:31PM 02:33PM 02:47PM 02:54PM 03:05PM 03:16PM 03:24PM 03:34PM 02:32PM 02:43PM 02:57PM 03:04PM 03:15PM 03:26PM 03:34PM 03:44PM 03:07PM 03:14PM 03:25PM 03:36PM 03:44PM 03:54PM 02:45PM 02:57PM 02:59PM •03:17PM 03:24PM 03:35PM 03:46PM 03:54PM 04:04PM 03:02PM 03:13PM 03:27PM 03:34PM 03:45PM 03:56PM 04:04PM 04:14PM 03:05PM 03:17PM 03:19PM 03:37PM 03:44PM 03:55PM 04:06PM 04:14PM 04:24PM 03:15PM 03:27PM 03:29PM 03:47PM 03:54PM 04:05PM 04:16PM 04:24PM 04:34PM 03:32PM 03:43PM 03:57PM 04:04PM 04:15PM 04:26PM 04:34PM 04:44PM 04:07PM 04:14PM 04:25PM 04:36PM 04:44PM 04:54PM 03:45PM 03:57PM 03:59PM 04:17PM 04:24PM 04:35PM 04:46PM 04:54PM 05:04PM 04:02PM 04:13PM 04:27PM 04:34PM 04:45PM 04:56PM 05:04PM 05:14PM 04:37PM 04:44PM 04:55PM 05:06PM 05:14PM 05:24PM 04:15PM 04:27PM 04:29PM 04:47PM 04:54PM 05:05PM 05:16PM 05:24PM 05:34PM 04:32PM 04:43PM 04:57PM 05:04PM 05:15PM 05:26PM 05:34PM 05:44PM 05:07PM 05:14PM 05:25PM 05:36PM 05:44PM 05:54PM 04:45PM 04:57PM 04:59PM •05:17PM 05:24PM 05:35PM 05:46PM 05:54PM 06:04PM 05:07PM 05:18PM 05:32PM 05:39PM 05:50PM 06:01 PM 06:09PM 06:19PM 05:15PM 05:27PM 05:29PM 05:47PM 05:54PM 06:05PM 06:16PM 06:24PM 06:34PM 05:37PM 05:48PM 06:02PM 06:09PM 06:20PM 06:31PM 06:39PM 06:49PM 05:46PM 05:58PM 06:OOPM 06:18PM 06:25PM 06:36PM 06:47PM 06:55PM 07:05PM 06:19PM 06:30PM 06:44PM 06:51PM 07:02PM 07:11PM 07:18PM 07:25PM 06:37PM 06:49PM 06:51PM 07:09PM 07:15PM 07:22PM 07:31PM 07:38PM 07:45PM 07:04PM 07:14PM 07:16PM 07:29PM 07:35PM 07:42PM 07:51PM 07:58PM 08:05PM 07:29PM 07:38PM 07:49PM 07:55PM 08:02PM 08:11PM 08:18PM 08:25PM 07:54PM 08:04PM 08:06PM 08:19PM 08:25PM 08:32PM 08:41PM 08:48PM 08:55PM 08:30PM 08:40PM 08:42PM 08:55PM 09:01 PM 09:07PM 09:14PM 09:19PM 09:25PM 09:07PM 09:16PM 09:17PM 09:29PM 09:34PM 09:40PM 09:47PM 09:52PM 09:58PM 10:07PM 10:16PM 10:17PM 10:29PM 10:34PM 10:40PM 10:47PM 10:52PM 10:58PM 11:07PM 11:16PM 11:17PM 11:29PM 11:34PM 11:40PM 11:47PM 11:52PM 11:58PM Back to previous page http://www.miamidade.gov/transit/routes schedule.asp?R1=WEEKDAY&R2=Eastbound... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 1 of 2 ,i. Transit 8 Schedule Back to previous page Service: WEEKDAY Direction: WESTBOUND Miami Miami Brickell SW 7 St SW 8 St SW 8 St SW 8 St SW 8 St SW 24 SW 24 FIU Dade Ave Station & 12 & 27 & 42 & 57 & 87 St St Univ College & Flagler Ave Ave Ave Ave Ave & 82 & 88 Park Dwtn. St Ave Ave Campus Camp 05:26AM 05:30AM 05:34AM 05:40AM 05:46AM 05:51AM 05:55AM 06:06AM 06:13AM 05:41AM 05:45AM 05:49AM 05:55AM 06:03AM 06:10AM 06:15AM 06:28AM 06:30AM 06:39AM 05:55AM 05:59AM 06:04AM 06:12AM 06:20AM 06:27AM 06:32AM 06:45AM 06:47AM 06:56AM 06:15AM 06:20AM 06:25AM 06:33AM 06:41AM 06:48AM 06:53AM 07:05AM 07:14AM 06:30AM 06:35AM 06:40AM 06:48AM 06:56AM 07:03AM 07:09AM 07:21AM 07:30AM 06:45AM 06:50AM 06:55AM 07:03AM 07:13AM 07:20AM 07:26AM 07:39AM 07:41AM 07:50AM 06:55AM 07:OOAM 07:06AM 07:14AM 07:24AM 07:31AM 07:37AM 07:50AM 07:52AM 08:01AM 07:05AM 07:10AM 07:16AM 07:24AM 07:34AM 07:41AM 07:47AM 07:59AM 08:08AM 07:15AM 07:20AM 07:26AM 07:34AM 07:44AM 07:51AM 07:57AM 07:25AM 07:30AM 07:36AM 07:44AM 07:54AM 08:01AM 08:07AM 08:20AM 08:22AM 08:31AM 07:35AM 07:40AM 07:46AM 07:54AM 08:04AM 08:11AM 08:17AM 08:29AM 08:38AM 07:45AM 07:50AM 07:56AM 08:04AM 08:14AM 08:21AM 08:27AM 08:40AM 08:42AM 08:51AM 07:55AM 08:OOAM 08:06AM 08:14AM 08:24AM 08:31AM 08:37AM 08:50AM 08:52AM 09:02AM 08:05AM 08:10AM 08:16AM 08:24AM 08:34AM 08:41AM 08:47AM 08:59AM 09:08AM 08:15AM 08:20AM 08:26AM 08:34AM 08:44AM 08:51AM 08:57AM •09:11AM 09:13AM 09:23AM 08:25AM 08:30AM 08:36AM 08:44AM 08:54AM 09:02AM 09:08AM •09:22AM 09:24AM 09:34AM 08:35AM 08:40AM 08:46AM 08:54AM 09:04AM 09:12AM 09:18AM 09:30AM 09:39AM 08:45AM 08:50AM 08:56AM 09:04AM 09:14AM 09:22AM 09:28AM 09:42AM 09:44AM 09:54AM 08:55AM 09:OOAM 09:05AM 09:13AM 09:23AM 09:31AM 09:37AM 09:51AM 09:53AM 10:03AM 09:05AM 09:10AM 09:15AM 09:23AM 09:33AM 09:41AM 09:47AM 09:59AM 10:08AM 09:20AM 09:25AM 09:30AM 09:38AM 09:48AM 09:56AM 10:02AM 10:16AM 10:18AM 10:28AM 09:35AM 09:40AM 09:45AM 09:53AM 10:03AM 10:11AM 10:17AM 10:29AM 10:38AM 09:50AM 09:55AM 10:OOAM 10:08AM 10:18AM 10:26AM 10:32AM 10:46AM 10:48AM 10:58AM 10:05AM 10:10AM 10:15AM 10:23AM 10:33AM 10:41 AM 10:47AM 10:59AM 11:08AM 10:20AM 10:25AM 10:30AM 10:38AM 10:48AM 10:56AM 11:02AM 11:16AM 11:18AM 11:28AM 10:35AM 10:40AM 10:45AM 10:53AM 11:03AM 11:11AM 11:17AM 11:29AM 11:38AM 10:50AM 10:55AM 11:OOAM 11:08AM 11:18AM 11:26AM 11:32AM 11:46AM 11:48AM 11:58AM 11:05AM 11:10AM 11:15AM 11:23AM 11:33AM 11:41AM 11:47AM 11:59AM 12:08PM 11:20AM 11:25AM 11:30AM 11:38AM 11:48AM 11:56AM 12:02PM 12:16PM 12:18PM 12:28PM 11:35AM 11:40AM 11:45AM 11:53AM 12:03PM 12:11PM 12:17PM 12:29PM 12:38PM 11:50AM 11:55AM 12:OOPM 12:08PM 12:18PM 12:26PM 12:32PM 12:46PM 12:48PM 12:58PM 12:05PM 12:10PM 12:15PM 12:23PM 12:33PM 12:41PM 12:47PM 12:59PM 01:08PM 12:20PM 12:25PM 12:30PM 12:38PM 12:48PM 12:56PM 01:02PM 01:16PM 01:18PM 01:28PM 12:35PM 12:40PM 12:45PM 12:53PM 01:03PM 01:11 PM 01:17PM 01:29PM 01:38PM http://www.miamidade.gov/transit/routes schedule.asp?R1=WEEKDAY&R2=Westbound... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 2 of 2 12:50PM 12:55PM 01:OOPM 01:08PM 01:18PM 01:26PM 01:32PM 01:46PM 01:48PM 01:58PM 01:05PM 01:10PM 01:15PM 01:23PM 01:33PM 01:41 PM 01:47PM 01:59PM 02:08PM 01:20PM 01:25PM 01:30PM 01:38PM 01:48PM 01:56PM 02:02PM 02:16PM 02:18PM 02:28PM 01:35PM 01:40PM 01:45PM 01:53PM 02:03PM 02:11PM 02:17PM 02:29PM 02:38PM 01:50PM 01:55PM 02:OOPM 02:08PM 02:18PM 02:26PM 02:32PM 02:46PM 02:48PM 02:58PM 02:05PM 02:10PM 02:15PM 02:23PM 02:33PM 02:41PM 02:47PM 02:59PM 03:08PM 02:20PM 02:25PM 02:30PM 02:38PM 02:48PM 02:56PM 03:04PM 03:22PM 03:24PM 03:35PM 02:35PM 02:40PM 02:45PM 02:53PM 03:03PM 03:13PM 03:21PM 03:35PM 03:44PM 02:50PM 02:55PM 03:01 PM 03:10PM 03:20PM 03:30PM 03:38PM 03:56PM 03:58PM 04:09PM 03:05PM 03:11PM 03:17PM 03:26PM 03:36PM 03:46PM 03:54PM 04:08PM 04:17PM 03:15PM 03:21PM 03:27PM 03:36PM 03:46PM 03:56PM 04:04PM 04:22PM 04:24PM 04:35PM 03:25PM 03:31PM 03:37PM 03:46PM 03:56PM 04:06PM 04:14PM 03:35PM 03:41PM 03:47PM 03:56PM 04:06PM 04:16PM 04:24PM 04:38PM 04:47PM 03:45PM 03:51PM 03:57PM 04:06PM 04:16PM 04:26PM 04:34PM 04:52PM 04:54PM 05:05PM 03:55PM 04:01 PM 04:07PM 04:16PM 04:26PM 04:36PM 04:44PM 04:05PM 04:11PM 04:17PM 04:26PM 04:36PM 04:46PM 04:54PM 05:08PM 05:17PM 04:15PM 04:21PM 04:27PM 04:36PM 04:46PM 04:56PM 05:04PM 05:22PM 05:24PM 05:35PM 04:25PM 04:31PM 04:37PM 04:46PM 04:56PM 05:06PM 05:14PM 04:35PM 04:41PM 04:47PM 04:56PM 05:06PM 05:16PM 05:24PM 05:38PM 05:47PM 04:45PM 04:51PM 04:57PM 05:06PM 05:16PM 05:26PM 05:34PM 05:52PM 05:54PM 06:05PM 04:55PM 05:01 PM 05:07PM 05:16PM 05:26PM 05:36PM 05:44PM 05:05PM 05:11PM 05:17PM 05:26PM 05:36PM 05:46PM 05:54PM 06:08PM 06:17PM 05:15PM 05:21PM 05:27PM 05:36PM 05:46PM 05:56PM 06:04PM 06:22PM 06:24PM 06:35PM 05:25PM 05:31PM 05:37PM 05:46PM 05:56PM 06:06PM 06:14PM 05:35PM 05:41PM 05:47PM 05:56PM 06:06PM 06:16PM 06:24PM 06:38PM 06:47PM 05:45PM 05:51PM 05:57PM 06:06PM 06:16PM 06:26PM 06:34PM •06:52PM 06:54PM 05:55PM 06:01 PM 06:07PM 06:16PM 06:26PM 06:36PM 06:44PM •07:02PM 07:04PM 07:13PM 06:05PM 06:11PM 06:17PM 06:26PM 06:36PM 06:46PM 06:54PM 07:08PM 07:15PM 06:20PM 06:26PM 06:32PM 06:41PM 06:51PM 07:01 PM 07:06PM 07:19PM 07:21PM 07:30PM 06:35PM 06:41PM 06:47PM 06:56PM 07:06PM 07:13PM 07:18PM 07:29PM 07:36PM 06:50PM 06:56PM 07:02PM 07:10PM 07:18PM 07:25PM 07:30PM 07:06PM 07:11PM 07:17PM 07:25PM 07:33PM 07:40PM 07:45PM 07:58PM 08:OOPM 08:09PM 07:26PM 07:31PM 07:37PM 07:45PM 07:53PM 08:OOPM 08:05PM 08:18PM 08:20PM 08:29PM 07:46PM 07:51PM 07:57PM 08:05PM 08:13PM 08:20PM 08:25PM 08:38PM 08:40PM 08:49PM 08:06PM 08:11PM 08:17PM 08:25PM 08:33PM 08:40PM 08:45PM 08:58PM 09:OOPM 09:08PM 08:26PM 08:31PM 08:37PM 08:45PM 08:53PM 09:OOPM 09:04PM 09:14PM 09:15PM 08:56PM 09:01 PM 09:05PM 09:11PM 09:18PM 09:23PM 09:27PM 09:37PM 09:38PM 09:46PM 09:26PM 09:30PM 09:34PM 09:40PM 09:47PM 09:52PM 09:56PM 10:06PM 10:07PM 10:10PM 10:14PM 10:18PM 10:24PM 10:31 PM 10:36PM 10:40PM 10:50PM 10:51 PM 10:59PM 11:10PM 11:14PM 11:18PM 11:24PM 11:31PM 11:36PM 11:40PM 11:50PM 11:51PM 12:10AM 12:14AM 12:18AM 12:24AM 12:31AM 12:36AM 12:40AM 12:50AM 12:51AM Back to previous page http://www.miamidade.gov/transit/routes schedule.asp?R1=WEEKDAY&R2=Westbound... 4/25/2011 Route 24 FIU University Park Campus FIU Bus Terminal 24 St t1--I �► SW 26 St U Rush Hours Only co co U a_ CO CV Li) Lr) c) c) Coral Way NORTH MAP NOT TO SCALE 12/2009 ■ ■ ■ • iSW17St • ■ ■ • • r a) • Q■ ,, Westchester 00 ■ Shopping ■ Center co • Coral Way • CC ■ • Coral c ■ Gables D �• E) • a) "'i°� ■ Aragon I�� Biltmore Way1L : Andalusia ■ Q > ■ ° •CO o) ■ a) Westchester Short Turn Library Fire JLStation U SW24St a)■ ■. 71- rn Q■ • • ■ • ▪ Westchester co . ' Shopping co . • Center ■ Q) ■ ■ ■ co ■ ■ ■ 0) Coral Way SW 22 St Downtown Miami 0) SW/SE 1 St SW 13 St Coconut Grove a) CV w Cr) a) Q co co SE 2 St SE 4 St Vizcaya Metrorail Station Miami -Dade County - Transit - Routes Schedule Page 1 of 2 ranTransit COUNTY 24 Schedule Back to previous page Service: WEEKDAY Direction: WESTBOUND SW 1 St SW 13 Vizcaya SW 22 Coral SW 24 SW 24 FIU SW 26 SW 26 SW 26 SW 26 &1 Ave St Metrorail St Way St St Univ St St St St & 2 Ave Station & 27 & & 74 & 88 Park & 122 & 137 & 152 & 147 Ave LeJeune Ave Ave Campus Ave Ave Ave Ave Rd 04:37AM 04:41AM 05:07AM 05:11AM 05:31AM 05:34AM 05:36AN 06:04AM 06:08AM 06:11 AN 05:25AM 05:30AM 05:34AM 05:39AM 05:46AM 05:55AM 05:59AM 06:08AM 06:16AM 06:21AM 06:25AM 06:28AN 06:17AM 06:22AM 05:55AM 06:02AM 06:07AM 06:14AM 06:21AM 06:30AM 06:35AM 06:44AM 06:52AM 06:57AM 07:01 AM 07:04AN 06:25AM 06:32AM 06:37AM 06:44AM 06:51AM 07:OOAM 07:05AM 07:15AM 07:24AM 07:29AM 07:33AM 07:36AN 06:55AM 07:02AM 07:07AM 07:15AM 07:24AM 07:36AM 07:41AM 07:20AM 07:27AM 07:32AM 07:40AM 07:49AM 08:01 AM 08:06AM 08:16AM 08:25AM 08:30AM 07:40AM 07:47AM 07:52AM 08:01 AM 08:10AM 08:23AM 08:28AM 08:OOAM 08:12AM 08:17AM 08:26AM 08:35AM 08:48AM 08:53AM 09:03AM 09:12AM 09:17AM 08:20AM 08:32AM 08:37AM 08:46AM 08:55AM 09:08AM 09:13AM 08:40AM 08:52AM 08:57AM 09:06AM 09:15AM 09:27AM 09:32AM 09:42AM 09:51AM 09:56AM 09:OOAM 09:11AM 09:18AM 09:27AM 09:36AM 09:48AM 09:53AM 09:20AM 09:31AM 09:38AM 09:47AM 09:56AM 10:08AM 10:13AM 10:23AM 10:32AM 10:37AM 09:40AM 09:51AM 09:58AM 10:07AM 10:16AM 10:28AM 10:33AM 10:OOAM 10:11 AM 10:18AM 10:27AM 10:36AM 10:48AM 10:53AM 11:03AM 11:12AM 11:17AM 10:20AM 10:31 AM 10:38AM 10:47AM 10:56AM 11:08AM 11:13AM 10:40AM 10:51 AM 10:58AM 11:07AM 11:16AM 11:28AM 11:33AM 11:43AM 11:52AM 11:57AM 11:OOAM 11:11AM 11:18AM 11:27AM 11:36AM 11:48AM 11:53AM 11:20AM 11:31AM 11:38AM 11:47AM 11:56AM 12:08PM 12:13PM 12:23PM 12:32PM 12:37PM 11:40AM 11:51AM 11:58AM 12:07PM 12:16PM 12:28PM 12:33PM 12:OOPM 12:11PM 12:18PM 12:27PM 12:36PM 12:48PM 12:53PM 01:03PM 01:12PM 01:17PM 12:20PM 12:31PM 12:38PM 12:47PM 12:56PM 01:08PM 01:13PM 12:40PM 12:51PM 12:58PM 01:07PM 01:16PM 01:28PM 01:33PM 01:43PM 01:52PM 01:57PM 01:OOPM 01:11 PM 01:18PM 01:27PM 01:36PM 01:48PM 01:53PM 01:20PM 01:31 PM 01:38PM 01:47PM 01:56PM 02:08PM 02:13PM 02:23PM 02:32PM 02:37PM 01:40PM 01:51 PM 01:58PM 02:07PM 02:16PM 02:28PM 02:33PM 02:OOPM 02:11PM 02:18PM 02:27PM 02:36PM 02:48PM 02:53PM 03:05PM 03:14PM 03:19PM 02:20PM 02:31PM 02:38PM 02:47PM 02:56PM 03:10PM 03:16PM 02:40PM 02:51PM 02:58PM 03:08PM 03:17PM 03:31PM 03:37PM 03:49PM 03:58PM 04:03PM 03:OOPM 03:11 PM 03:15PM 03:25PM 03:34PM 03:48PM 03:54PM . 03:20PM 03:31PM 03:35PM 03:45PM 03:54PM 04:10PM 04:17PM 04:29PM 04:38PM 04:43PM 04:47PM 04:49PN 03:40PM 03:51PM 03:55PM 04:05PM 04:16PM 04:32PM 04:39PM . 03:55PM 04:06PM 04:10PM 04:20PM 04:31PM 04:47PM 04:54PM 05:06PM 05:15PM 05:20PM 05:24PM 05:26PN http://www.miamidade.gov/transit/routes schedule.asp?R1=WEEKDAY&R2=Westbound... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 2 of 2 04:20PM 04:40PM 05:OOPM 05:20PM 05:40PM 06:OOPM 06:30PM 07:05PM 07:30PM 08:OOPM 08:35PM 09:OOPM 10:10PM 11:10PM 12:10AM 04:31 PM 04:51 PM 05:10PM 05:30PM 05:50PM 06:10PM 06:40PM 07:11 PM 07:36PM 08:06PM 08:41 PM 09:06PM 10:15PM 11:15PM 12:15AM 04:35PM 04:55PM 05:15PM 05:35PM 05:55PM 06:15PM 06:45PM 07:15PM 07:40PM 08:10PM 08:45PM 09:10PM 10:19PM 11:19PM 12:19AM Back to previous page 04:45 P M 05:05PM 05:25PM 05:45PM 06:05PM 06:25PM 06:55PM 07:22 P M 07:47PM 08:17PM 08:52PM 09:17PM 10:24 P M 11:24PM 12:24AM 04:56PM 05:14PM 05:34PM 05:54PM 06:14PM 06:34PM 07:04PM 07:29PM 07:54PM 08:24 P M 08:59PM 09:24 P M 10:31PM 11:31PM 12:31AM 05:12PM 05:29PM 05:49PM 06:09PM 06:29PM 06:49PM 07:15PM 07:40PM 08:05PM 08:35PM 09:10PM 09:35PM 10:40 P M 11:40PM 12:40AM 05:19PM 05:31PM 05:36PM 05:48PM 05:56PM 06:08PM 06:16PM 06:28PM 06:36PM 06:48PM 06:56PM 07:08PM 07:20PM 07:30PM 07:45PM 07:55PM 08:10PM 08:20PM 08:40PM 08:50PM 09:15PM 09:25PM 09:40PM 10:44PM 10:52PM 11:44PM 11:52PM 05:40PM 05:45PM 06:17PM 06:22PM 06:57PM 07:02PM 07:16PM 07:21PM 08:03PM 08:08PM 08:28PM 08:33PM 09:33PM 09:38PM 05:49PM 06:26PM 07:05PM 05:51 PN 06:28PN 07:07PN http://www.miamidade.gov/transit/routes schedule.asp?R1=WEEKDAY&R2=Westbound... 4/25/2011 Route 48 s� 0 Coral 4 Gables nod de a) < Peacock c co • Douglas Road Metrorail Station in) IGrand Ave.--N 0 A Z N- NN CZ 12C cc Coconut C0-p a Grove `y 2 -' J Hardee Rd c11) University Metrorail Station Brickell Metrorail Station o�epe ay� Mercy Way Miami co SW/SE 8 St (IQ L; SW/SE 10 St a) Mercy Hospital Brickell North Map not6/08 to scale Miami -Dade County - Transit - Routes Schedule Page 1 of 1 M araFua€� Transit 48 Schedule Back to previous page Service: WEEKDAY Direction: NORTHBOUND University Douglas Mercy Brickell Station Road Hospital Station Station 06:44AM 07:OOAM 07:17AM 07:30AM 07:44AM 08:OOAM 08:17AM 08:30AM 08:44AM 09:OOAM 09:17AM 09:30AM 09:44AM 10:OOAM 10:17AM 10:30AM 10:44AM 11:OOAM 11:17AM 11:30AM 11:44AM 12:OOPM 12:17PM 12:30PM 12:44PM 01:OOPM 01:17PM 01:30PM 01:44PM 02:OOPM 02:17PM 02:30PM 02:43PM 02:59PM 03:16PM 03:30PM 03:42PM 03:59PM 04:16PM 04:30PM 04:42PM 04:59PM 05:16PM 05:30PM 05:42PM 05:59PM 06:16PM 06:30PM 06:42PM 06:59PM 07:16PM 07:28PM Back to previous page http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=Northboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 1 of 1 M araFua€� Transit 48 Schedule Back to previous page Service: WEEKDAY Direction: SOUTHBOUND Brickell Mercy Douglas University Station Hospital Road Station Station 06:40AM 06:54AM 07:10AM 07:30AM 07:40AM 07:54AM 08:10AM 08:31AM 08:40AM 08:55AM 09:11AM 09:32AM 09:40AM 09:55AM 10:11 AM 10:32AM 10:35AM 10:50AM 11:06AM 11:27AM 11:35AM 11:50AM 12:06PM 12:27PM 12:35PM 12:50PM 01:06PM 01:27PM 01:35PM 01:50PM 02:06PM 02:27PM 02:35PM 02:50PM 03:07PM 03:31PM 03:35PM 03:51PM 04:08PM 04:32PM 04:35PM 04:51PM 05:08PM 05:32PM 05:35PM 05:51PM 06:08PM 06:32PM 06:45PM 07:01 PM 07:15PM 07:36PM Back to previous page http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=S outhboun... 4/25/2011 95 EXPRESS Golden Glades SELECT A.M. SOUTHBOUND AND P.M. NORTHBOUND TRIPS Miami Gardens Dr CIVIC CENTER A.M. a) NW 17 St ti -16 St L NW 12 St NE 203 St NE 199 St CIVIC CENTER P.M. a) NW 17 St 16 St NW 14 St a) r J Serves all local stops south of NW 20 St only Golden Glades Park & Ride West Lot SR 112 Golden Glades Park & Ride East Lot AM SERVED FIRST PM SERVED LAST NE 36 St d NORTH MAP NOT TO SCALE 11.2010 DOWNTOWN/BRICKELL A.M. Historic Overtown/ Lyric Theatre Metrorail Station NWBSt c a) NW6St z N > m Downtown Miami co SW/SE 1 St Brickell SE8St �F co SE 13 St DOWNTOWN/BRICKELL P.M. NW 8 St Historic —I Overtown/ Lyric Theatre Metrorail Station a) .� a) zU Q CV a) 5 St g z NE 3 St Q Z 1 NE1St CV Z 4 I > Flagler St 00 Downtown Miami SE 4 St 13 SE 8 St a) o U m /SE13St Brickell Miami -Dade County - Transit - Routes Schedule Page 1 of 2 MIAMH1402 Transit 95 Golden Glades Schedule Back to previous page Service: WEEKDAY Direction: NORTHBOUND NE 36 St A Arsht SE 8 St Dade Veterans NW 36 NW 41 NW 36 Earlington Golden Golden Ave' & Mover/Bus & County Hospital St St St Heights Glades Glades M Biscayne Terminal Brickell Courthouse & 87 & 97 & East Station West East Blvd Ave Ave Ave Dr P.Lot P.Lot Mia Sprs 06:02AM 06:18AM 06:20AM 06:18AM 06:32AM 06:34AM 06:42AM 06:58AM 07:OOAM 06:48AM 07:02AM 07:04AM 06:52AM 07:O8AM 07:10AM 07:O8AM 07:24AM 07:26AM 07:13AM 07:29AM 07:31AM 07:23AM 07:39AM 07:41AM 07:28AM 07:44AM 07:46AM 07:33AM 07:47AM 07:49AM 07:43AM 07:59AM 08:01 AM 07:48AM 08:02AM 08:04AM 07:53AM 08:09AM 08:11AM 07:58AM 08:14AM 08:16AM 08:05AM 08:21AM 08:23AM 08:13AM 08:29AM 08:31AM 08:18AM 08:32AM 08:34AM 08:20AM 08:36AM 08:38AM 08:33AM 08:49AM 08:51AM 08:43AM 08:59AM 09:01 AM 08:53AM 09:09AM 09:11AM 09:06AM 09:22AM 09:24AM 09:24AM 09:40AM 09:42AM 09:39AM 09:55AM 09:57AM 10:09AM 10:25AM 10:27AM 02:49PM 02:56PM 03:10PM 03:30PM 03:32PM 03:30PM 03:48PM 03:50PM 03:09PM 03:16PM 03:30PM 03:50PM 03:52PM 03:40PM 03:58PM 04:OOPM 03:29PM 03:36PM 03:50PM 04:12PM 04:14PM 04:OOPM 04:18PM 04:20PM 03:52PM 04:05PM 04:27PM 04:29PM 04:10PM 04:28PM 04:30PM 03:48PM 03:55PM 04:10PM 04:32PM 04:34PM 03:53PM 04:OOPM 04:15PM 04:37PM 04:39PM 04:20PM 04:38PM 04:40PM 05:1 03:58PM 04:05PM 04:20PM 04:42PM 04:44PM 04:03PM 04:10PM 04:25PM 04:47PM 04:49PM 04:30PM 04:48PM 04:50PM http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=Northboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 2 of 2 . 04:15PM 04:28PM 04:50PM 04:52PM 04:13PM 04:20PM 04:35PM 04:57PM 04:59PM 04:4OPM 04:58PM 05:OOPM 04:37PM 04:59PM 05:01 PM . 04:27PM 04:4OPM 05:02PM 05:04PM 04:23PM 04:30PM 04:45PM 05:07PM 05:09PM 04:50PM 05:O8PM 05:10PM 04:37PM 04:50PM 05:12PM 05:14PM 0430PM 04:37PM 04:52PM 05:14PM 05:16PM 04:33PM 04:4OPM 04:55PM 05:17PM 05:19PM . 04:47PM 05:OOPM 05:22PM 05:24PM 04:43PM 04:50PM 05:05PM 05:27PM 05:29PM 05:10PM 05:28PM 0530PM 06:0 04:45PM 04:52PM 05:07PM 05:29PM 0531 PM 04:57PM 05:10PM 05:32PM 05:34PM 04:50PM 04:57PM 05:12PM 05:34PM 05:36PM 04:53PM 05:OOPM 05:15PM 05:37PM 05:39PM 05:07PM 0520PM 05:42PM 05:44PM 05:03PM 05:10PM 05:25PM 05:47PM 05:49PM 0530PM 05:48PM 05:50PM 06:2 05:O8PM 05:15PM 05:30PM 05:52PM 05:54PM . 05:22PM 05:35PM 05:57PM 05:59PM 05:O8PM 05:18PM 05:33PM 05:45PM 05:59PM 06:01 PM 05:23PM 0530PM 05:45PM 06:07PM 06:09PM 05:35PM 05:42PM 05:57PM 06:O8PM 06:24PM 06:26PM 06:02PM 06:15PM 06:37PM 06:39PM 06:10PM 06:17PM 0630PM 06:52PM 06:54PM 06:4OPM 06:47PM 07:OOPM 07:22PM 07:24PM 07:10PM 07:17PM 0730PM 07:52PM 07:54PM Back to previous page http://www.miamidade.gov/transit/routes schedule.asp?R1=WEEKDAY&R2=Northboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 1 of 2 m.Am 7,,,1 t�• Transit 95 Golden Glades Schedule Back to previous page Service: WEEKDAY Direction: SOUTH BOUND Aventura Golden Golden Earlington NW 36 NW 41 NW 36 Veterans SE 1 St Brickell A Arsht NE 3( Mall Glades Glades Heights St St St Hospital & 1 Ave Plaza Mover/Bus & East West Station & East & 97 & 87 Terminal Bisca P.Lot P.Lot Dr Ave Ave Blv Mia Sprs 05:28AM 05:30AM 05:48AM 05:55AM 06:02 05:58AM 06:OOAM 06:18AM . 06:03AM 06:05AM 06:25AM 06:35AM 06:42 06:13AM 06:15AM 06:35AM 06:45AM 06:52 06:13AM 06:15AM 06:33AM 06:18AM 06:20AM 06:40AM 06:50AM .• 06:28AM 06:30AM 06:50AM 07:01AM 07:08 06:28AM 06:30AM 06:48AM 06:33AM 06:35AM 06:55AM 07:06AM 07:13 06:38AM 06:40AM 07:05AM 07:16AM 07:23 06:43AM 06:45AM 07:04AM 07:19AM 07:34AM 07:44AM . 06:43AM 06:45AM 07:10AM 07:21AM 07:28 06:24AM 06:48AM 06:50AM 07:13AM . 06:53AM 06:55AM 07:20AM 07:31AM 07:38 06:58AM 07:OOAM 07:25AM 07:36AM 07:43 07:03AM 07:05AM 07:30AM 07:40AM . 07:03AM 07:05AM 07:28AM .• 07:03AM 07:05AM 07:30AM 07:41AM 07:48 07:08AM 07:10AM 07:33AM 07:O8AM 07:10AM 07:35AM 07:46AM 07:53 07:13AM 07:15AM 07:40AM 07:51 AM 07:58 07:13AM 07:15AM 07:38AM 06:54AM 07:18AM 07:20AM 07:43AM 07:18AM 07:20AM 07:45AM 07:55AM 07:20AM 07:22AM 07:47AM 07:58AM 08:05 07:23AM 07:25AM 07:48AM 07:23AM 07:25AM 07:50AM 08:01 AM 08:08 07:28AM 07:30AM 07:55AM 08:06AM 08:13 07:30AM 07:32AM 07:57AM O8:O8AM 08:15 07:33AM 07:35AM 08:OOAM 08:10AM 07:35AM 07:37AM 08:02AM 08:13AM 08:20 07:14AM 07:38AM 07:40AM 08:03AM 07:38AM 07:40AM 08:05AM 08:16AM 08:23 07:43AM 07:45AM 08:10AM 08:20AM 07:48AM 07:50AM 08:15AM 08:26AM 08:33 07:53AM 07:55AM 08:18AM 07:53AM 07:55AM 08:20AM 08:30AM . http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=S outhboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 2 of 2 07:58AM 08:OOAM 08:25AM 08:36AM 08:43 08:03AM 08:05AM 08:30AM 08:41AM 08:48 08:O8AM 08:1OAM •08:35AM 08:46AM 08:53 08:13AM 08:15AM 08:38AM 08:13AM 08:15AM 08:40AM 08:51AM 08:58 08:21AM 08:23AM 08:48AM 08:59AM 09:06 08:28AM 08:30AM 08:55AM 09:07AM 09:14 08:38AM 08:40AM 09:05AM 09:17AM 09:24 08:58AM 09:OOAM 09:20AM 09:32AM 09:39 09:28AM 09:30AM 09:50AM 10:02AM 10:09 02:23PM 02:25PM 02:44 03:27PM 03:29PM 03:48 03:52PM 03:54PM 04:13 04:21PM 04:23PM 04:45PM 04:30PM 04:32PM 04:51 04:34PM 04:36PM 04:58PM 04:52PM 04:54PM 05:13 05:39PM 05:41 PM 06:00 06:09PM 06:11PM 06:30 Back to previous page http://www.miamidade.gov/transit/routes_schedule.asp?R1=WEEKDAY&R2=Southboun... 4/25/2011 Route B Brickell Metrorail Station 0:1;) a) co SW/SE 8 St I j SW/SE 10 St > Brickell co U Rickenbacker Causeway NORTH MAP NOTTO SCALE 06/09 Tennis Center Crandon WTA- Park Tennis Complex m o� .� O U� Cr. Seaquarium University-U of Miami Marine Lab. KEY BISCAYNE Cape Florida State Park Miami -Dade County - Transit - Routes Schedule Page 1 of 2 2PaF �: Transit 102 Route B Schedule Back to previous page Service: WEEKDAY Direction: NORTHBOUND Cape FI. Harbor Dr Miami Brickell State Park & Mashta Seaquarium Station Dr 06:24AM 06:34AM 06:44AM 06:45AM 06:55AM 07:05AM 06:59AM 07:09AM 07:19AM 07:16AM 07:26AM 07:36AM 07:31AM 07:41AM 07:51AM 07:41AM 07:51AM 08:01 AM 07:50AM 08:OOAM 08:10AM 08:OOAM 08:10AM 08:20AM 08:10AM 08:20AM 08:30AM 08:20AM 08:30AM 08:40AM 08:31AM 08:41AM 08:51AM 08:49AM 08:59AM 09:09AM 09:09AM 09:20AM 09:30AM 09:20AM 09:31AM 09:41AM 09:29AM 09:40AM 09:50AM 10:OOAM 10:11 AM 10:21 AM 10:29AM 10:40AM 10:50AM 11:OOAM 11:11AM 11:21AM 11:29AM 11:40AM 11:50AM 12:OOPM 12:12PM 12:23PM 12:29PM 12:41PM 12:52PM 01:OOPM 01:12PM 01:23PM 01:29PM 01:41 PM 01:52PM 02:OOPM 02:12PM 02:23PM 02:29PM 02:41PM 02:52PM 02:45PM 02:57PM 03:08PM 03:01 PM 03:13PM 03:24PM 03:14PM 03:26PM 03:37PM 03:31PM 03:43PM 03:54PM 03:45PM 03:57PM 04:08PM 04:02PM 04:14PM 04:25PM 04:13PM 04:25PM 04:36PM 04:30PM 04:42PM 04:53PM 04:45PM 04:57PM 05:08PM 05:OOPM 05:12PM 05:23PM 05:13PM 05:25PM 05:36PM http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=Northboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 2 of 2 05:30PM 05:42PM 05:53PM 05:45 P M 05:57 P M 06:08 P M 06:12PM 06:22PM 06:32PM 06:31PM 06:41PM 06:51PM 07:04PM 07:14PM 07:24PM 07:30 P M 07:40 P M 07:50 P M 08:OOPM 08:10PM 08:20PM 08:28 P M 08:38 P M 08:48 P M 09:OOPM 09:09PM 09:18PM 09:58PM 10:07PM 10:16PM 10:58PM 11:07PM 11:16PM Back to previous page http://www.miamidade.gov/transit/routes_schedule.asp?R1=WEEKDAY&R2=Northboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 1 of 2 2PaF �: Transit 102 Route B Schedule Back to previous page Service: WEEKDAY Direction: SOUTHBOUND Brickell Miami Harbor Dr Cape FI. Station Seaquarium & Mashta State Park Dr 06:01 AM 06:13AM 06:24AM 06:23AM 06:35AM 06:45AM 06:36AM 06:48AM 06:59AM 06:49AM 07:04AM 07:16AM 07:04AM 07:19AM 07:31AM 07:15AM 07:30AM 07:41AM 07:23AM 07:38AM 07:50AM 07:33AM 07:48AM 08:OOAM 07:43AM 07:58AM 08:10AM 07:53AM 08:08AM 08:20AM 08:05AM 08:20AM 08:31AM 08:22AM 08:37AM 08:49AM 08:33AM 08:48AM 09:OOAM 08:42AM 08:57AM 09:09AM 08:54AM 09:09AM 09:20AM 08:59AM 09:14AM 09:25AM 09:04AM 09:19AM 09:29AM 09:34AM 09:49AM 10:OOAM 10:04AM 10:19AM 10:29AM 10:34AM 10:49AM 11:OOAM 11:04AM 11:19AM 11:29AM 11:34AM 11:49AM 12:OOPM 12:04PM 12:19PM 12:29PM 12:34PM 12:49PM 01:OOPM 01:04PM 01:19PM 01:29PM 01:34PM 01:49PM 02:OOPM 02:04PM 02:19PM 02:29PM 02:19PM 02:34PM 02:45PM 02:34PM 02:49PM 03:01 PM 02:49PM 03:04PM 03:14PM 03:04PM 03:19PM 03:31PM 03:18PM 03:33PM 03:45PM 03:35PM 03:50PM 04:02PM 03:48PM 04:03PM 04:13PM 04:03PM 04:18PM 04:30PM 04:18PM 04:33PM 04:45PM http://www.miamidade.gov/transit/routes schedule .asp?R1=WEEKDAY&R2=S outhboun... 4/25/2011 Miami -Dade County - Transit - Routes Schedule Page 2 of 2 04:33PM 04:48PM 05:OOPM 04:48PM 05:03PM 05:13PM 05:03PM 05:18PM 05:30PM 05:18PM 05:33PM 05:45PM 05:48PM 06:03PM 06:12PM 06:08PM 06:21PM 06:31PM 06:42PM 06:55PM 07:04PM 07:07 P M 07:20 P M 07:30 P M 07:37 P M 07:50 P M 08:00 P M 08:05PM 08:18PM 08:28PM 08:37 P M 08:50 P M 09:00 P M 09:38 P M 09:48 P M 09:58 P M 10:38PM 10:48PM 10:58PM Back to previous page http://www.miamidade.gov/transit/routes_schedule.asp?R1=WEEKDAY&R2=Southboun... 4/25/2011 NW 16 St. NW 15 St. ■ CHOOL BOARD N ADRIENNE ST (LA 6t. mom NE13® 1 ��'EN®7 MiamiCAUSEWAY NW 12 . Bea I 1 ARK STATION (closed NW 11 St. INE11[•/ENTH STREET NIAL TION __ NW 10 St. E 10 St■ • cc ll it. RSHT TION NW 4 St. NW 3 St. GOVERNME CENTE STATIO NW 1 St. W. Flasler St. SW 1 St. SW 2 St. SW 3 St. SW 8 St SW 9 St. SW 10 St. SW 11 St. NW 14 St. NW 9 St. NW 8 St. W �w %NET am NE 9 St. NE 8 St. NE 7 St. ARK WEST TATION COLLE, VENUE N E WER ATION OLLEGEIBAY IRV iL7rmi-o-7w Pk* I SW 14 St. FINA 0 co SE TE PR ELL ST ION B CKELL (STRICT ERWALK TION FTH STREET ATION North VENETIAN CAUSEWAY MacARTHUR PORT BOULEVARD AYFRONT ARK T LEGEND Omni Loop Brickell Loop Downtown Loop Metrorail • • • • Last Transfer Station to Omni Loop Last Transfer Station to Brickell Loop Transfer Station between Omni, Downtown, and Brickell Loops Transfer Station to Metrorail OStation featuring Art En Route Ridership Data ADAY ROUTE AADRCTN TRI PTIME AQSTOP ASTOP ANAMSTP AON AOFF ALOAD 1 6 0 800 /8 35 BRICKELL STATION SW 1 AV .00 1.00 2.00 1 6 0 900 /8 35 BRICKELL STATION SW 1 AV 2.00 1.00 5.50 1 6 0 1000 /8 35 BRICKELL STATION SW 1 AV .50 1.00 9.50 1 6 0 1100 /8 35 BRICKELL STATION SW 1 AV 3.00 1.00 6.00 1 6 0 1200 /8 35 BRICKELL STATION SW 1 AV 6.00 .00 9.00 1 6 0 1300 /8 35 BRICKELL STATION SW 1 AV 2.25 3.00 11./5 1 6 0 1400 '/8 35 BRICKELL STATION SW 1 AV 3.00 1.00 12.00 1 6 0 1500 '/8 35 BRICKELL STATION SW 1 AV 5.60 1.60 10.60 1 6 0 1600 /8 35 BRICKELL STATION SW 1 AV 11.25 /5 20./5 1 6 0 1/00 /8 35 BRICKELL STATION SW 1 AV 4./5 .50 11.00 1 6 1 830 /8 /4 BRICKELL STATION SW 1 AV .33 6.00 10.33 1 6 1 930 '/8 /4 BRICKELL STATION SW 1 AV 1.00 2.00 2.00 1 6 1 1030 /8 /4 BRICKELL STATION SW 1 AV .00 .00 9.00 1 6 1 1130 /8 /4 BRICKELL STATION SW 1 AV 1.50 .50/.00 1 6 1 1230 /8 /4 BRICKELL STATION SW 1 AV 1.00 5.00 3.00 1 6 1 1330 /8 '/4 BRICKELL STATION SW 1 AV .80 3.00 5.00 1 6 1 1430 /8 /4 BRICKELL STATION SW 1 AV 4.6/ 1.33 10.6/ 1 6 1 1530 /8 /4 BRICKELL STATION SW 1 AV 1.00 2.00 5./5 1 6 1 1630 /8 /4 BRICKELL STATION SW 1 AV 1.00 1.50 5.6/ 1 6 1 1/30 '/8 /4 BRICKELL STATION SW 1 AV .'/5 1.25 4.00 ADAY ROUTE AADRCTN TRI PTIME AQSTOP ASTOP ANAMSTP 1 8 0 440 78 B7 BRICKELL STATION SW 1 AV 1 8 0 504 78 87 BRICKELL STATION SW 1 AV 8 523 78 B7 BRICKELL STATION SW 1 AV 0 531 7B B7 BRICKELL STATION SW 1 AV 0 54B 78 87 BRICKELL STATION SW 1 AV 0 55B 78 B7 BRICKELL STATION SW 1 AV 0 617 78 87 BRICKELL STATION SW 1 AV 637 78 B7 BRICKELL STATION SW 1 AV 0 644 78 87 BRICKELL STATION SW 1 AV 0 647 78 87 BRICKELL STATION SW 1 AV 705 78 87 BRICKELL STATION SW 1 AV 0 711 78 87 BRICKELL STATION SW 1 AV 0 735 78 87 BRICKELL STATION SW 1 AV 0 746 78 87 BRICKELL STATION SW 1 AV 0 809 78 87 BRICKELL STATION SW 1 AV 839 78 B7 BRICKELL STATION SW 1 AV 0 851 78 87 BRICKELL STATION SW 1 AV 0 910 78 87 BRICKELL STATION SW 1 AV 922 78 87 BRICKELL STATION SW 1 AV 0 940 7B 87 BRICKELL STATION SW 1 AV 0 1010 78 87 BRICKELL STATION SW 1 AV 0 1040 78 87 BRICKELL STATION SW 1 AV 0 1052 78 87 BRICKELL STATION SW 1 AV 1110 78 87 BRICKELL STATION SW 1 AV 1 0 1122 78 B7 BRICKELL STATION SW 1 AV 1 0 1140 78 87 BRICKELL STATION SW 1 AV 1 1152 78 87 BRICKELL STATION SW 1 AV 1 8 0 1210 7B 87 BRICKELL STATION SW 1 AV 1 8 0 1222 78 87 BRICKELL STATION SW 1 AV 1 8 0 1240 7B 87 BRICKELL STATION SW 1 AV 1 8 0 1252 78 87 BRICKELL STATION SW 1 AV 1 1310 78 87 BRICKELL STATION SW 1 AV 1 0 1322 78 87 BRICKELL STATION SW 1 AV 1 0 1340 78 87 BRICKELL STATION SW 1 AV 1 1351 78 87 BRICKELL STATION SW 1 AV 1 0 1404 7B B7 BRICKELL STATION SW 1 AV 1 0 1410 78 87 BRICKELL STATION SW 1 AV 1 0 1419 78 B7 BRICKELL STATION SW 1 AV 1 0 1432 78 87 BRICKELL STATION SW 1 AV 1 1445 78 B7 BRICKELL STATION SW 1 AV 1 0 1502 78 87 BRICKELL STATION SW 1 AV 1 0 1505 78 87 BRICKELL STATION SW 1 AV 1 1507 78 87 BRICKELL STATION SW 1 AV 1 0 1515 7B 87 BRICKELL STATION SW 1 AV 1 0 1532 78 87 BRICKELL STATION SW 1 AV 1 0 1545 7B 87 BRICKELL STATION SW 1 AV 1 0 1602 78 87 BRICKELL STATION SW 1 AV 1 1607 78 87 BRICKELL STATION SW 1 AV 1 0 1615 78 87 BRICKELL STATION SW 1 AV 1 0 1632 7B 87 BRICKELL STATION SW 1 AV 1 1637 78 87 BRICKELL STATION SW 1 AV 1 0 1645 7B 87 BRICKELL STATION SW 1 AV 1 0 1707 78 87 BRICKELL STATION SW 1 AV 1 0 1707 78 87 BRICKELL STATION SW 1 AV 1 0 1715 78 87 BRICKELL STATION SW 1 AV 1 0 1746 78 87 BRICKELL STATION SW 1 AV 1 0 1819 78 87 BRICKELL STATION SW 1 AV 1 0 1837 7B 87 BRICKELL STATION SW 1 AV 1 0 1904 7B 87 BRICKELL STATION SW 1 AV 1 0 1929 7B 87 BRICKELL STATION SW 1 AV 1 0 1954 78 87 BRICKELL STATION SW 1 AV 1 0 2030 7B 87 BRICKELL STATION SW 1 AV 1 0 2107 78 87 BRICKELL STATION SW 1 AV 1 0 2207 7B 87 BRICKELL STATION SW 1 AV 1 0 2307 78 87 BRICKELL STATION SW 1 AV 1 1 526 B0 9 BRICKELL STATION 1 1 541 B0 9 BRICKELL STATION 1 1 555 B0 9 BRICKELL STATION 1 1 615 B0 9 BRICKELL STATION 1 1 630 B0 9 BRICKELL STATION 1 1 645 80 9 BRICKELL STATION AON AOFF ALOAD 1.00 13.50 12.50 .00 .00 12.00 .33 16.33 12.67 .33 17.33 10.67 .00 11.00 9.00 .00 4.75 2.75 .00 20.00 20.00 .50 23.00 32.50 .50 16.50 15.00 6.00 20.00 31.00 .00 7.00 9.00 .33 20.67 17.00 .67 13.67 17.33 .33 11.33 14.00 1.50 7.00 20.50 .75 6.00 11.00 1.75 2.50 27.50 1.50 12.50 15.50 1.50 9.25 22.50 .00 4.00 5.00 .67 6.33 17.33 2.00 6.00 10.67 2.00 14.50 21.50 2.00 4.00 2.00 .00 .00 .00 2.00 7.25 21.25 1.00 12.00 21.00 1.00 9.67 25.67 .00 1.00 9.00 1.00 9.67 16.67 1.50 11.50 19.00 3.67 13.33 28.00 3.00 11.50 22.00 2.33 7.67 17.00 1.25 8.25 16.00 1.00 9.50 12.50 3.00 6.50 18.50 2.00 7.50 7.00 6.00 9.00 21.00 1.33 6.33 B.00 2.33 8.33 13.00 .00 2.00 6.00 2.33 7.67 7.67 5.00 8.33 13.67 1.50 5.50 15.00 1.20 10.20 B.20 1.00 6.00 16.33 5.00 6.75 17.00 1.00 5.00 14.00 .00 5.67 5.67 .50 5.50 19.50 .00 6.00 5.50 .67 6.67 5.67 5.00 9.00 6.50 .75 8.25 8.75 1.33 11.00 12.67 2.33 4.33 5.33 .20 4.40 5.40 .00 5.67 4.33 .67 1.67 B.00 .75 5.50 7.50 .33 7.67 6.67 .25 1.25 7.00 .25 5.00 4.50 .25 1.75 6.25 1.00 .00 6.00 4.00 .00 9.00 .00 .00 34.00 2.67 .00 5.00 2.67 .33 11.67 5.50 2.00 11.00 8 655 80 9 BRICKELL STATION 5.00 1.00 10.00 8 705 80 9 BRICKELL STATION 2.25 .50 4.00 B 725 80 9 BRICKELL STATION 6.00 .75 9.75 745 80 9 BRICKELL STATION 4.00 .50 6.50 755 BO 9 BRICKELL STATION 4.33 3.00 17.33 805 80 9 BRICKELL STATION 3.00 2.00 7.00 815 BO 9 BRICKELL STATION .00 .00 43.00 845 80 9 BRICKELL STATION 2.33 1.33 9.67 905 80 9 BRICKELL STATION 4.67 1.00 7.67 8 920 80 9 BRICKELL STATION 5.00 .00 14.50 B 950 80 9 BRICKELL STATION .00 .00 .00 1005 80 9 BRICKELL STATION 3.75 1.25 20.25 1020 BO 9 BRICKELL STATION 8.50 .50 23.50 1035 80 9 BRICKELL STATION 5.75 .50 16.75 1050 BO 9 BRICKELL STATION .00 .00 29.00 1120 80 9 BRICKELL STATION 2.00 .67 19.00 1150 80 9 BRICKELL STATION 1.00 1.00 18.33 8 1205 80 9 BRICKELL STATION 12.00 .50 30.00 B 1220 80 9 BRICKELL STATION 10.00 .00 24.00 1235 80 9 BRICKELL STATION .00 .00 .00 1250 BO 9 BRICKELL STATION 8.00 .00 31.00 1305 80 9 BRICKELL STATION 5.50 2.50 19.00 1320 BO 9 BRICKELL STATION 10.00 1.00 21.00 1335 80 9 BRICKELL STATION .00 2.00 .00 1350 80 9 BRICKELL STATION 9.00 1.33 23.33 8 1405 80 9 BRICKELL STATION 5.50 1.00 22.50 B 1420 80 9 BRICKELL STATION 9.33 .33 18.67 1435 80 9 BRICKELL STATION 2.00 3.00 37.50 1 B 1450 BO 9 BRICKELL STATION 12.67 1.00 28.33 1 8 1505 B0 9 BRICKELL STATION 3.75 .50 18.25 8 1515 B0 9 BRICKELL STATION 5.00 .50 17.50 1 8 1525 80 9 BRICKELL STATION 22.00 .00 34.00 1 8 1535 80 9 BRICKELL STATION 7.25 1.00 17.50 1 8 1555 80 9 BRICKELL STATION 7.25 .75 20.00 1 B 1605 B0 9 BRICKELL STATION 12.33 1.67 35.67 1 1615 B0 9 BRICKELL STATION 9.33 1.67 27.67 1 1625 BO 9 BRICKELL STATION 8.33 .67 14.33 1 1635 B0 9 BRICKELL STATION 14.00 .67 39.33 1 1645 B0 9 BRICKELL STATION 17.00 2.00 31.50 1 1655 80 9 BRICKELL STATION 12.50 2.00 26.00 1 1705 BO 9 BRICKELL STATION 14.80 1.00 22.80 1 8 1715 80 9 BRICKELL STATION 17.33 .67 39.67 1 B 1725 B0 9 BRICKELL STATION 23.50 .00 39.00 1 1735 BO 9 BRICKELL STATION 3.67 1.00 31.33 1 1745 BO 9 BRICKELL STATION 11.67 .33 23.00 1 1755 80 9 BRICKELL STATION 12.50 .00 28.25 1 1805 B0 9 BRICKELL STATION 8.25 .25 13.75 1 1820 80 9 BRICKELL STATION 10.00 1.00 33.50 1 1835 80 9 BRICKELL STATION 10.25 1.25 29.25 1 8 1906 80 9 BRICKELL STATION 12.00 2.33 21.67 1 B 1926 B0 9 BRICKELL STATION 12.00 .00 23.67 1 1946 B0 9 BRICKELL STATION 12.40 1.40 24.80 1 2006 BO 9 BRICKELL STATION 4.67 1.00 27.00 1 2026 B0 9 BRICKELL STATION 12.50 .75 20.75 1 2056 B0 9 BRICKELL STATION 10.75 .25 24.25 1 2126 80 9 BRICKELL STATION 7.33 .00 18.67 1 2210 80 9 BRICKELL STATION 10.00 .00 22.00 1 8 2310 80 9 BRICKELL STATION 10.00 .00 16.25 1 B 2410 B0 9 BRICKELL STATION 6.50 .25 11.00 ADAY ROUTE AADRCTN TRIPTIME AQSTOP ASTOP ANAMSTP AON AOFF ALOAD 1 24 0 441 6835 94 BRICKELL AV SE 8 ST .00 .00 7.20 1 24 0 511 6835 94 BRICKELL AV SE 8 ST .00 .00 5.00 1 24 0 518 6835 94 BRICKELL AV SE 8 ST .00 .00 7.40 1 24 0 536 6835 94 BRICKELL AV SE 8 ST .00 .00 21.00 1 24 0 611 6835 94 BRICKELL AV SE 8 ST .00 .60 18.00 1 24 0 622 6835 94 BRICKELL AV SE 8 ST .00 2.00 11.00 1 24 0 644 6835 94 BRICKELL AV SE 8 ST .00 .60 17.60 1 24 0 658 6835 94 BRICKELL AV SE 8 ST .00 .00 12.33 1 24 0 718 6835 94 BRICKELL AV SE 8 ST .00 .20 9.20 1 24 0 731 6835 94 BRICKELL AV SE 8 ST .00 1.67 12.33 1 24 0 758 6835 94 BRICKELL AV SE 8 ST .00 .20 16.20 1 24 0 811 6835 94 BRICKELL AV SE 8 ST .00 .00 16.00 1 24 0 850 6835 94 BRICKELL AV SE 8 ST 1.00 1.00 20.00 1 24 0 855 6835 94 BRICKELL AV SE 8 ST .00 1.00 10.20 1 24 0 936 6835 94 BRICKELL AV SE 8 ST .00 .67 4.67 1 24 0 937 6835 94 BRICKELL AV SE 8 ST .00 .00 10.00 1 24 0 1016 6835 94 BRICKELL AV SE 8 ST .00 .00 12.67 1 24 0 1017 6835 94 BRICKELL AV SE 8 ST .40 .20 7.80 1 24 0 1056 6835 94 BRICKELL AV SE 8 ST .00 .00 10.00 1 24 0 1057 6835 94 BRICKELL AV SE 8 ST .00 .00 14.00 1 24 0 1136 6835 94 BRICKELL AV SE 8 ST .20 .40 13.00 1 24 0 1137 6835 94 BRICKELL AV SE 8 ST .00 .00 16.00 1 24 0 1216 6835 94 BRICKELL AV SE 8 ST .20 .00 16.00 1 24 0 1217 6835 94 BRICKELL AV SE 8 ST .00 .33 5.67 1 24 0 1256 6835 94 BRICKELL AV SE 8 ST .00 .20 9.40 1 24 0 1257 6835 94 BRICKELL AV SE 8 ST .00 .00 8.33 1 24 0 1336 6835 94 BRICKELL AV SE 8 ST .00 .00 13.00 1 24 0 1337 6835 94 BRICKELL AV SE 8 ST .00 .00 22.00 1 24 0 1419 6835 94 BRICKELL AV SE 8 ST .20 .40 12.80 1 24 0 1419 6835 94 BRICKELL AV SE 8 ST .00 .00 14.00 1 24 0 1455 6835 94 BRICKELL AV SE 8 ST .00 .00 8.20 1 24 0 1459 6835 94 BRICKELL AV SE 8 ST .00 .75 12.50 1 24 0 1539 6835 94 BRICKELL AV SE 8 ST .00 .00 10.00 1 24 0 1539 6835 94 BRICKELL AV SE 8 ST .00 1.00 7.00 1 24 0 1619 6835 94 BRICKELL AV SE 8 ST .00 .00 10.60 1 24 0 1619 6835 94 BRICKELL AV SE 8 ST .00 .00 14.00 1 24 0 1659 6835 94 BRICKELL AV SE 8 ST .00 .00 15.00 1 24 0 1706 6835 94 BRICKELL AV SE 8 ST .00 .80 7.80 1 24 0 1741 6835 94 BRICKELL AV SE 8 ST .00 .00 13.20 1 24 0 1808 6835 94 BRICKELL AV SE 8 ST .33 .00 7.33 1 24 0 1921 6835 94 BRICKELL AV SE 8 ST .00 .00 6.00 1 24 0 2049 6835 94 BRICKELL AV SE 8 ST .00 .67 5.67 1 24 0 2157 6835 94 BRICKELL AV SE 8 ST .00 .00 14.00 1 24 0 2309 6835 94 BRICKELL AV SE 8 ST .00 .00 6.33 1 24 1 525 6820 4 BRICKELL AV SE 8 ST .00 1.75 5.50 1 24 1 555 6820 4 BRICKELL AV SE 8 ST .00 .00 6.20 1 24 1 625 6820 4 BRICKELL AV SE 8 ST .00 .80 10.00 1 24 1 655 6820 4 BRICKELL AV SE 8 ST .00 1.00 23.00 1 24 1 720 6820 4 BRICKELL AV SE 8 ST .00 .00 18.00 1 24 1 740 6820 4 BRICKELL AV SE 8 ST .00 2.00 11.33 1 24 1 800 6820 4 BRICKELL AV SE 8 ST .00 .67 9.33 1 24 1 820 6820 4 BRICKELL AV SE 8 ST .00 .40 10.20 1 24 1 840 6820 4 BRICKELL AV SE 8 ST .00 .00 10.67 1 24 1 900 6820 4 BRICKELL AV SE 8 ST .00 .00 7.60 1 24 1 920 6820 4 BRICKELL AV SE 8 ST .00 .00 15.00 1 24 1 940 6820 4 BRICKELL AV SE 8 ST .00 .00 10.60 1 24 1 1000 6820 4 BRICKELL AV SE 8 ST .00 .00 5.40 1 24 1 1020 6820 4 BRICKELL AV SE 8 ST .00 .00 16.00 1 24 1 1040 6820 4 BRICKELL AV SE 8 ST .00 1.60 6.80 1 24 1 1100 6820 4 BRICKELL AV SE 8 ST .00 1.33 6.67 1 24 1 1120 6820 4 BRICKELL AV SE 8 ST .20 .00 8.20 1 24 1 1140 6820 4 BRICKELL AV SE 8 ST .00 .00 15.00 1 24 1 1200 6820 4 BRICKELL AV SE 8 ST .00 .00 6.50 1 24 1 1220 6820 4 BRICKELL AV SE 8 ST .00 .00 22.00 1 24 1 1240 6820 4 BRICKELL AV SE 8 ST .00 .00 11.00 1 24 1 1300 6820 4 BRICKELL AV SE 8 ST .00 .00 9.00 1 24 1 1320 6820 4 BRICKELL AV SE 8 ST .00 .33 10.67 1 24 1 1340 6820 4 BRICKELL AV SE 8 ST .20 .00 9.80 1 24 1 1400 6820 4 BRICKELL AV SE 8 ST .00 .67 10.33 1 24 1 1420 6820 4 BRICKELL AV SE 8 ST .00 .00 9.75 1 24 1 1440 6820 4 BRICKELL AV SE 8 ST .00 .00 7.00 1 24 1 1500 6820 4 BRICKELL AV SE 8 ST .00 .00 9.40 1 24 1 1520 6820 4 BRICKELL AV SE 8 ST .00 .00 12.00 1 24 1 1540 6820 4 BRICKELL AV SE 8 ST .00 .00 18.00 1 24 1 1555 6820 4 BRICKELL AV SE 8 ST .00 .40 5.80 1 24 1 1620 6820 4 BRICKELL AV SE 8 ST .00 .00 11.75 1 24 1 1640 6820 4 BRICKELL AV SE 8 ST .00 .00 11.20 1 24 1 1700 6820 4 BRICKELL AV SE 8 ST .00 .00 8.67 1 24 1 1720 6820 4 BRICKELL AV SE 8 ST .00 .00 10.60 1 24 1 1740 6820 4 BRICKELL AV SE 8 ST .00 .00 21.00 1 24 1 1800 6820 4 BRICKELL AV SE 8 ST .00 .00 17.00 1 24 1 1830 6820 4 BRICKELL AV SE 8 ST .00 .00 7.33 1 24 1 1905 6820 4 BRICKELL AV SE 8 ST .00 .00 8.80 1 24 1 1930 6820 4 BRICKELL AV SE 8 ST .00 .00 7.00 1 24 1 2000 6820 4 BRICKELL AV SE 8 ST .00 .00 2.00 1 24 1 2035 6820 4 BRICKELL AV SE 8 ST .00 .00 .00 1 24 1 2210 6820 4 BRICKELL AV SE 8 ST .00 .00 5.50 1 24 1 2310 6820 4 BRICKELL AV SE 8 ST .00 .00 10.00 1 24 1 2410 6820 4 BRICKELL AV SE 8 ST .00 .00 3.50 ADAY ROUTE AADRCTN TRIPTIME AQSTOP ASTOP ANAMSTP 1 48 0 640 78 1 BRICKELL STATION SW 1 AV 1 48 0 740 78 1 BRICKELL STATION SW 1 AV 1 48 0 840 78 1 BRICKELL STATION SW 1 AV 1 48 0 940 78 1 BRICKELL STATION SW 1 AV 1 48 0 1035 78 1 BRICKELL STATION SW 1 AV 1 48 0 1135 78 1 BRICKELL STATION SW 1 AV 1 48 0 1235 78 1 BRICKELL STATION SW 1 AV 1 48 0 1335 78 1 BRICKELL STATION SW 1 AV 1 48 0 1435 78 1 BRICKELL STATION SW 1 AV 1 48 0 1535 78 1 BRICKELL STATION SW 1 AV 1 48 0 1635 78 1 BRICKELL STATION SW 1 AV 1 48 0 1735 78 1 BRICKELL STATION SW 1 AV 1 48 0 1845 78 1 BRICKELL STATION SW 1 AV 1 48 1 644 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 744 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 844 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 944 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1044 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1144 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1244 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1344 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1443 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1542 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1642 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1742 78 60 BRICKELL STATION SW 1 AV - EOL 1 48 1 1842 78 60 BRICKELL STATION SW 1 AV - EOL AON AOFF ALOAD 6.00 .00 6.00 7.33 2.00 7.33 10.00 .00 10.00 4.50 .00 4.50 8.00 .00 8.00 4.33 .00 4.33 4.00 .00 4.00 5.00 .00 5.00 3.00 .00 3.00 2.20 .00 2.20 4.00 .00 4.00 .80 .00 1.20 9.25 .00 9.25 .00 5.00 .00 .00 3.00 .00 .00 3.00 2.50 .00 7.00 .00 .00 4.00 .00 .00 8.67 .00 .00 3.80 .00 .00 10.67 .00 .00 8.80 .80 .00 11.75 .00 .00 5.80 1.40 .00 10.75 .00 .00 4.60 .20 ADAY ROUTE AADRCTN TRIPTIME AQSTOP ASTOP ANAMSTP AON AOFF ALOAD 1 95 0 618 6820 56 BRICKELL AV SE 8 ST .00 1.40 .60 1 95 0 703 6820 56 BRICKELL AV SE 8 ST .00 1.00 2.40 1 95 0 718 6820 56 BRICKELL AV SE 8 ST .00 .20 1.60 1 95 0 733 6820 56 BRICKELL AV SE 8 ST .00 .60 4.00 1 95 0 743 6820 56 BRICKELL AV SE 8 ST .00 .40 1.40 1 95 0 753 6820 56 BRICKELL AV SE 8 ST .00 .40 4.40 1 95 1 1552 6836 25 BRICKELL AV SE 8 ST .67 .67 2.33 1 95 1 1615 6836 25 BRICKELL AV SE 8 ST 2.00 .00 3.00 1 95 1 1637 6836 25 BRICKELL AV SE 8 ST .00 .00 .00 1 95 1 1647 6836 25 BRICKELL AV SE 8 ST .75 .00 12.50 1 95 1 1657 6836 25 BRICKELL AV SE 8 ST 1.33 .00 1.67 1 95 1 1707 6836 25 BRICKELL AV SE 8 ST 1.33 .00 2.67 1 95 1 1802 6836 25 BRICKELL AV SE 8 ST 1.33 .00 2.67 Metromover Ridership Data Station Hour Load Enter Exit Brickell 0 0 0 0 Brickell 1 0 0 0 Brickell 2 0 0 0 Brickell 3 0 0 0 Brickell 4 12 4 1 Brickell 5 47 23 5 Brickell 6 71 52 14 Brickell 7 186 128 35 Brickell 8 293 165 68 Brickell 9 176 107 50 Brickell 10 166 88 56 Brickell 11 144 92 41 Brickell 12 172 83 59 Brickell 13 205 88 72 Brickell 14 229 74 66 Brickell 15 183 109 97 Brickell 16 240 105 108 Brickell 17 375 135 101 Brickell 18 240 61 91 Brickell 19 189 63 66 Brickell 20 110 29 30 Brickell 21 101 26 26 Brickell 22 79 23 24 Brickell 23 58 17 21 APPENDIX D: Existing Conditions Analysis Miami -Dade County Public Works Department Existing Timing Plan • SIGNAL OPERATING PLAN PHASE INT ©a01 1MM uu.u■ ii �- <�y/�(/ "G"7// EN— EN— °.r- P.W.IN AVEp�I- (PRE -TIMED 'VW �0 .■.■■■■■■ 0 R R G ■■■�■■ 02 S.W. AMA ST. (PRE-TIMM ME 1111 ■�■ li pg. UM III Ill SOUTH BOUND PARE PREEMPTION DWELL cm 02 MEM R ■■■�■■ R a ■■■ ME■ua ■■ I oh CIF MU RIM DIANRAN 01 NE TYPE OF CONTROLLER: "! PHASE PRE -TINED CONTROLLER WITH FIRE PREEMPTION. FLANHIND OPERATION: 2—YELLOW 4—RED FIRE PREEMPTION NOTE* PRE-EMPTION DWELL SHALL COMMENCE AT THE END OF THE YELLOW CLEARANCE IF PRE-EMPTION SIGNAL IP RECEIVED DARIN THE YELLOW CLEARANCE. SIGNAL HEAD DETAILS IDE REQUIRED t.TiTTEIPi0oo4 Ti SATE BACEPLATER ITEUONrolTzo ROTRR. L AAAAA CC KKKKK 111 SENSOR LOON ENIELOE0 LOOP WIRE WA IA AWN TO SE RON FROM RILL EOM TO CONTROLLER. E TIM TOTAL REQUIRED LENOIR OF GROUNDING EL I0 LF. AND IS TOY INST.. UNDER ITE/1110. i. • EON CONTINUATION OF INTERCONNECT CONDUIT AND LOCATION OF POLL PORES.SEE SHEET No. T-O. TOTAL DEMAND RATTNER TINS INTERSECTION IS .066 . Y � E .NT. SE WIVE: A R.T.ESOSA - N coma POLE AND CONTIIOLLGAY RAY MOO SNmon IF STRUCTURALLY MIME .tl DIRECTED BY TAR EIADINEER. IYAOE COUNTS PROPERTY SERVICE PO raw POLE A A LL .� RU M .110 RWHT te NPN ReX OxEOUNEO ITEM NO. S. W. 7th ST. Rif E ONE WAY RN / ..) l©yf PO xDTEa - q/W ME / O RM wu� wxxY� 11 Rf e• O® E /Ixw 6 I O1S-1-I rII Rnn 1 ria PLaAWI wAATYA NINNALIZATION PLAN. S W 1 AVENUE 8 SW 7 STREET BCALE. 1. ice .. r-s Print Date: 12/4/2009 Miami -Dade County Traffic Signals TOD Schedule Report for 2240: SW 1 Av&SW 7 St Print Time: 11:11 AM MPAMI-DADS Active Phase Bank: Phase Bank Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 5 - 5 - 5 12 - 12 - 12 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 45 - 45 4 1.8 3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 5 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 7 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 5 - 5 - 5 10 - 10 - 10 7 - 7 - 7 1 - 1 - 1 25 - 25 - 25 45 - 45 - 45 4 0.6 Current Cvcle 1 2 WBT Green Time 6 7 8 SBT Ring Offset Offset 3 4 5 TOD Schedule Plan 1 110 0 48 0 0 0 0 0 51 0 70 3 80 0 44 0 0 0 0 0 25 0 56 4 70 0 39 0 0 0 0 0 20 0 5 6 105 0 63 0 0 0 0 0 31 0 8 7 100 0 53 0 0 0 0 0 36 0 77 8 100 0 59 0 0 0 0 0 30 0 74 9 70 0 38 0 0 0 0 0 21 0 39 22 65 0 34 0 0 0 0 0 20 0 8 Last In Service Date: Permitted Phases 12345678 Default -2 8 External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time Plan DOW 0000 9 Su S 0000 22 M T W Th F 0030 22 Su S 0030 Flash M T W Th F 0130 Flash Su S 0600 9 Su S 0600 4 M T W Th F 0700 1 M T W Th F 0800 6 Su S 0930 6 M T W Th F 1530 7 M T W Th F 1830 9 Su S 1830 8 M T W Th F 2130 9 M T W Th F 2300 22 M T W Th F Page 1 of 2 TOD Schedule Report for 2240: SW 1 Av&SW 7 St Current Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 • SIGNAL OPERATING PLAN PHASE INT 4 6 P2 P4 P6 P6 01 HD s MAMI AVE. IPNE-TINED) R/W R G FW OW W DW mumR G FDw OW FDW DW --46 —CI % EIJE 0 T TT "- 2 02 R Y DW DW DW DW LNrt R G FDW DW FDW DW u 02 t T BT. T• PRE -TINED) R/W G R OW FW DW W PFO cum G R DW FM/OW FM Al41 _Ili i' 0 01 Y R. DW DW DW DW 3 ' REF+^ G R DW FM/DW FOE Y R DW DW DW DW NORTHBOUND FIRE_ PRE-EMPTION DWELL R/W R G DW DW DW DW --- -Mg-±, RA - — R -49NI PTTT T T TTT o 02 fl Y DW DW DW DW RHO DIAGRAM • L. 16 W2 TYPE OP CONTROLLER. 2 PRAY PRE•I1C CONTROLLER WITH ME P*.ETPi1C1 AND . CgKUOENT PEDESTRU11 OPERATION ON ROSE 1 MD 2. PLASMAS OPFIGTIOM t — YELLOW • — RtD PRL PRE-01F NET DOTE P EMPTION ow2LL MALL COMMERCE AT THE END OF THE YELLOW CLEARANCE IF PREEMPTION SIGNAL IS RECEIVED DIWNE THE PEDESTRIAN OR YELLOW CLEARANCE. .L — CONTENOO*I WTE.L.WMLT 0ONd0T MO LOu1103 OF POLL *OFEs..EE MEET Me. T-9. TOTAL MOM= MATTA. RR TNIS INTEMECTION M 1110a WATT. t t6TT. EEPWE.ENTATIOT: EON. LOLL .6O.LLL6 SIGNAL HEAD DETAILS Imo] ERE • EXISTING 3-SECT.. 1-31AT O. WM LENS WITH EASE MONGERS TNMATES EXISTING EXIST. 6EMSON 1A00.]T T GLUM. LEFT 2 EXISTING le STD. LENS SIN V•rm. «* NIGGLY; 1.. sea • .1 IMO INI N4 6F TWMLMN iIaNALRZATION PLAN S MIAMI AVENUE 8 S 7 STREET SCALE. P • 201 Print Date: 9/1/2010 Miami -Dade County Traffic Signals TOD Schedule Report for 3449: S Miami Av&S 7 St Print Time: 2:01 AM MIAMI-DADE Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 NBT 7 - 7 - 7 6 - 6 - 6 7 - 7 - 7 1 - 1 - 1 30 - 41 - 41 0 - 42 - 42 4 0.2 3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 EBT 4 - 4 - 4 6 - 6 - 6 4 - 4 - 4 1 - 1 - 1 30 - 41 - 41 50 - 50 - 50 4 0.2 5 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 7 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 Current Cycle 1 2 NBT Green Time 6 7 8 Rim' Offset Offset 3 4 EBT 5 TOD Schedule Plan 1 110 0 61 0 41 0 0 0 0 0 29 3 80 0 26 0 46 0 0 0 0 0 76 4 70 0 44 0 18 0 0 0 0 0 19 6 100 0 56 0 36 0 0 0 0 0 58 7 115 0 64 0 43 0 0 0 0 0 107 8 100 0 56 0 36 0 0 0 0 0 88 9 70 0 36 0 26 0 0 0 0 0 42 19 60 0 32 0 20 0 0 0 0 0 38 22 65 0 36 0 21 0 0 0 0 0 15 23 65 0 36 0 21 0 0 0 0 0 42 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4---- External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time Plan DOW 0000 9 Su S 0000 22 M T W Th F 0030 22 Su S 0030 23 M T W Th F 0100 Free M T W Th F 0130 23 Su S 0200 19 Su S 0445 3 M T W Th F 0600 9 Su S 0600 4 M T W Th F 0700 1 M T W Th F 0800 6 Su S 0930 6 M T W Th F 1530 7 M T W Th F 1830 9 Su S 1830 8 M T W Th F 2130 9 M T W Th F 2300 22 M T W Th F Page 1 of 2 TOD Schedule Report for 3449: S Miami Av&S 7 St Current Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 N 690-90`l V' 635-1-11 SCALE :I°=20' 690-100 632-7-1 690-70 630-1-13(I0L.F.) 690-50 :348-II-42 USE EXISTING FPL SERVICE WIRE AND INTERCONNECT CABL / FXI:STING 660-2-101 (2`REQD.)- EXISTING - CABINET bINLET 336, 653-171' 665-11 635-1-11 620-I-1 (20 L.F. 630 -1 -13 (110 L. f•. ) 659-107 648-11-34 620-1-I (20L.F.) 635-1-II 630-1-13 (115 L.F.) -R/W'LINE BRICKELL AVE.' STREET LI GI -IT .CABLE' RUNS 14► (IN =EXISTING MEDIAN 14' J 1 \\ 1 1 \\ 6x30 5"FP8Ld CO -NC,' 4x4" SBT PVC -R/W ;LINE 648-11-50 620-1-1 (20L.F,) 635-1-11 . 630-1-13 (95 L.F.) l EASEMENT REQUIRED BEFORE CONSTRUCTION 660-2-101 (2 REQ'D.) Print Date: 3/11/2011 Miami -Dade County Traffic Signals TOD Schedule Report for 3448: US 1&SE 7 St Print Time: 2:05 AM MIAMI-DADE Active Phase Bank: Phase Bank 1 4065: NW 10 Av&NW 119 St Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 NBL 0- 0- 0 0- 0- 0 5- 5- 5 5- 2 - 2 20 - 7- 7 45 - 45 - 45 3 0 2 SBT 0 - 0- 0 0 - 0 - 0 16 - 16 - 16 1 -1 - 1 30 - 30 - 30 0 - 35 - 35 4 1 3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 2.5 -2.5 - 2.5 15 - 15 - 15 40 - 40 - 40 4 1 5 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 45 - 45 - 45 3 0 6 NBT 0 - 0- 0 0 - 0 - 0 16 - 16 - 16 1 -1 - 1 30 - 30 - 30 0 - 35 - 35 4 1 7 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 Current Cvcle 1 NBL 2 SBT Green Time 6 NBT 7 8 Rim' Offset Offset 3 4 WBT 5 SBL TOD Schedule Plan 2 90 1£BL 46BT 0 ITT 11BL fBT 0 SBT 0 76 3 90 10 45 0 22 10 45 0 0 0 58 4 100 10 55 0 22 10 55 0 0 0 62 5 70 20 25 0 12 20 25 0 0 0 22 6 120 37 41 0 29 18 60 0 0 0 86 7 115 33 44 0 25 33 44 0 0 0 94 9 120 20 58 0 29 15 63 0 0 0 62 12 120 23 52 0 32 23 52 0 0 0 51 13 130 37 52 0 28 37 52 0 0 0 16 Last In Service Date: unknown Permitted Phases 12345678 Default 12-456-- External Permit 0 12-4-6-- External Permit 1 12-4-6-- External Permit 2 12-4-6-- Default External Permit 0 External Permit 1 External Permit 2 12-456-8 -2-4-6-8 Local TOD Schedule Time Plan DOW 0000 Free Su M T W Th F S 0030 Free M T W Th F 0115 Free Su S 0600 Free Su S 0600 5 M T W Th F 0700 6 M T W Th F 0930 7 M T W Th F 1000 9 Su S 1545 13 M T W Th F 1900 12 M T W Th F 2000 9 M T W Th F 2300 Free M T W Th F Current Time of Day Function Local Time of Day Function * Settings Time Function Settings * Day of Week 0000 TOD OUTPUTS SuM T W ThF S Time Function Settings * Day of Week 0000 TOD OUTPUTS SuM T W ThF S No Calendar Defined/Enabled Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 O 10 EXIST. SIGNS (10 HEWN) ;1 \oy I - 1 g1 II.621 1 1 L 1 II jlil ��L�IiI I I II h -k- .1.--- 1 III \` 20.000 •—, 3.404 3.400 3.471 f,'s 600 SOW WHITE TYP.) eY r -I MAT "E 200 SOLID O YELLOW (TIP W LU 0 300 SOLID WHILE (TYP.)cri ISI I 1111 II it 111 III III II un • LIMITS OF PAVEMENT MARKING (OFF. 29.160 L.T.) MEET AND MATCH EXISTING PAVEMENT MARKINGS EXIST. SO (T0 REMAIN) • 9 450 SOLID YELLOW (THY.) 58915057"E 150 SOUD YHTE (TYP.)� = S.W. 8th STREET -150 WHITE (3.0''`" i — 50 SOLID WHITE (TYP.) et* 0— O EX15T. SIGN (TO BE REPLACED) 1As 12700-48-581 LIMITS OF PAVEMENT MARKING (OFF. 19.035 R.T.) MEET AND MATCH EXISTING PAVEMENT MARKINGS PARKING METERS TO BE Ra10YE0 BY OTHERS) SIGN (T0 INSTALLE R7-1081 300x450 - Qi 12700-40- STA 8+99. DATE DP DESCRIPTION DT DESClOP IO DESCRIPTION HY DESCRIPTION 2. © ONE WAY, NOTES: xist. to rEema n 639-I-II [P8 9J�I II \I9 III. tU 3 E a �IL YI F.P. L.SERVICE POINT�II LJ L9 THE RELOCATION OF THE EXISTING SIGNAL HEADS, ATTACHED SIGN SIGNAL EQUIPMENT SHALL 8E INCLUDED IN THE COST FOR ITEM • 647-11-42 TOE COST FOR ITEM 659-108 WILL ALSO INCLUDE THE RELOCATION OF ALL SIGNS B SIGNAL EQUIPMENT ATTACHED TO THE EXISTING STEEL PEDESTAL AS WELL AS THE PROVISION FOR NEW PEDESTAL FOUNDATIONS. EXISTING SIGNAL CONDUITS TO BE ABANDONED. UNLESS OTHERWISE INDICATED ONE WAY S.W. 8th. ST See Note 1 620 43111110413310 K. R/W LINE SERVICE PT. -SETT MANHOLE SERVICE RUN 123't 2 Ntv1IWX MIR HAKE DKR 1/-1?02. Doi sad 0 /boP 096 c/p changed red? 5E. corner 4/83 ze 1. .0/So APPROvEn FLORIDA DEPARTMENT OF TRANSPORTATION S.W. 8th ST. a& S.W. 1st AVE. (EAS Print Date: 1/7/2011 Miami -Dade County Traffic Signals TOD Schedule Report for 2245: SW 1 Av E&SW 8 St Print Time: 2:00 AM MIAMI-DADE Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 EBT 7 - 7 - 7 9 - 9 - 9 7 - 7 - 7 1 - 1 - 1 70 - 70 - 70 70 - 70 - 70 4 0.6 3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 SBT 7 - 7 - 7 9 - 9 - 9 7 - 7 - 7 1 - 1 - 1 45 - 45 - 45 45 - 45 - 45 4 0.6 5 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 7 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 Current Cycle 1 2 EBT Green Time 6 7 8 Rim' Offset Offset 3 4 SBT 5 TOD Schedule Plan 1 110 0 74 0 26 0 0 0 0 0 54 3 80 0 45 0 25 0 0 0 0 0 50 4 70 0 38 0 22 0 0 0 0 0 61 6 100 0 64 0 26 0 0 0 0 0 32 7 115 0 51 0 54 0 0 0 0 0 80 8 100 0 51 0 39 0 0 0 0 0 74 9 70 0 37 0 23 0 0 0 0 0 10 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4---- External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time Plan DOW 0000 9 Su 0000 Flash M T W Th F 0130 Flash M T W Th F 0230 Flash Su 0530 4 M T W Th F 0600 9 Su 0700 1 M T W Th F 0800 6 Su 0930 6 M T W Th F 1530 7 M T W Th F 1830 9 Su 1830 8 M T W Th F 2130 9 M T W Th F 2300 9 M T W Th F Page 1 of 2 TOD Schedule Report for 2245: SW 1 Av E&SW 8 St Current Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 SIGNAL HEAD DETAILS Oft ©®OE DONT WALK PORTLAND ORANE LUNAR WHITE 2 SECT., 1-WAY 4 REOUIR ITEM NO, 5-SECT., 2-WAY 2 REQUIRE REM NO. 3-SECT., I -WAY 8' STD. LENS WfTH DISC. HANGERS 4 REQUIRED ITEM N0: 65O.5-13 SIGNALS EQ WITH BACKPLATES 2 REQUIREL. ITEM N 459-101 1975 A.M. AND P.M. PEAK HOUR, VOLUMES R3-2 113.1 ILLUM. NO LEFT ILLUM. N0 RIGHT TURN SIGN TURN SIGN 1 REQUIRE 1 REQUIRED ITEMNO. -89- ITEM NO.(700.99=I DISC. HANGER DISC. HANGER 1 REQUIRE I REQUIRED ITEM N0. 659-103 ITEM N0J59-103) I.... ..SHIELDED. LOOP WIRE-'14AWG TO BEINSTALLED TO CONTROLLETI AS. PART. OF:)TEM:(660-13) SIGN INVENTORY 4.Ef, EXIT 03.1 1R1.1 NORTk __ .R3-2 ILL. �RG.I (RT.) _ EASTa ® R8-1 (%yR51, 1 1 T1 *NEW S18NS SERVICE STATION S. MIAMI AVE. R/W LINE SlVIQE POINT /`I II 73' ONE WAY_ > ZONE LINE EAS 635-I-I SERVICE STATION C.T,T.� 6-33- 4-30-. T7-II �630 152 0 S.B.T. T , 630 152 CONDUIT NOTE 1 " IN SAME > TRENCH 630 162 632-I-05 (30-152) NOTE 1' 635 II-I� ICDI aS)I 647-It 0-152 CONDUIT 639-I IN SACS TRENCH —.J 2 REQUIRED 39-1 630-179 VACANT LOT SERVICE POINT 6=q-I 5.P.6 L,- POLE �- EMERGENCY PHONE TO REMAIN 659108) -ZONE LINE LAWEINN--^ . ONE WAY PARKING LOT' �639.1 CN SAME TRENCH S. MIAMI AVENUE a S.W. 84h STREET INTERSECTION .IDENTIFICATION NO. 32244 CAT. 3I zy Print Date: 1/7/2011 Miami -Dade County Traffic Signals TOD Schedule Report for 2244: S Miami Av&S 8 St Print Time: 2:00 AM MIAMI-DADE Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 NBT 7 - 7 - 7 9 - 9 - 9 7 - 7 - 7 1 - 1 - 1 50 - 50 - 50 50 - 50 - 50 4 0.6 3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 EBT 7 - 7 - 7 7 - 7 - 7 7 - 7 - 7 1 - 1 - 1 70 - 70 - 70 70 - 70 - 70 4 0.6 5 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 7 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 Current Cycle 1 2 NBT Green Time 6 7 8 Rim' Offset Offset 3 4 EBT 5 TOD Schedule Plan 1 110 0 26 0 74 0 0 0 0 0 93 3 80 0 43 0 27 0 0 0 0 0 76 4 70 0 30 0 30 0 0 0 0 0 23 6 100 0 26 0 64 0 0 0 0 0 74 7 115 0 56 0 49 0 0 0 0 0 28 8 100 0 39 0 51 0 0 0 0 0 42 9 70 0 29 0 31 0 0 0 0 0 38 19 60 0 25 0 25 0 0 0 0 0 34 22 65 0 29 0 26 0 0 0 0 0 8 23 65 0 29 0 26 0 0 0 0 0 38 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4---- External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time Plan DOW 0000 9 Su S 0000 22 M T W Th F 0030 22 Su S 0030 23 M T W Th F 0100 19 M T W Th F 0130 23 Su S 0200 19 Su S 0600 9 Su S 0600 4 M T W Th F 0700 1 M T W Th F 0800 6 Su S 0930 6 M T W Th F 1530 7 M T W Th F 1830 9 Su S 1830 8 M T W Th F 2130 9 M T W Th F 2300 22 M T W Th F Page 1 of 2 TOD Schedule Report for 2244: S Miami Av&S 8 St Current Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local Time of Day Function Time Function Settinas * Day of Week 0000 TOD OUTPUTS SuM T W ThF S * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 6.90-50 690- 70 690-80 690 -90 9 0- 10 0 v 635-1-11 648-11-50 653-171 (2 REQ'D.): 665 - 11 620-1-1 (20L.F.) 635-1-11 648-11-42 653-171 (2REQ'D.) 665-11 630-1-13 (120 L.F.) 660-2-101 (3 REQ'D.), SF Rth ST R/W LIN 620-1-1 (20L.F.)' 630-1-13 (125 L.F) 635-1 - 1 1' 648-1 1 40 653-171 OF/ PED. RAMP 660-2-101(2REQ'D.) 648-13-86 653-171 620-1-1 (20 L.F.) 630-1-13 (130L.F.)' 632-7-1 635-1-1 (2REQ'D.) SEE NOTE NO. 11 \63-212(70 L.F.) 6391 - 23 630-1-12(230 LF) 660-1-105 (3 REQ'D) 639-2-1(230 L.E) 620-1-1 (70-L.F.) Print Date: 2/12/2011 Miami -Dade County Traffic Signals TOD Schedule Report for 2243: US 1 &SE 8 St Print Time: 2:01 AM MIAMI-DADE Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0-0 0 0 2 SBT 7 - 7 - 7 20 - 20 - 20 7 - 7 - 7 1 - 1 - 1 45 - 45 - 52 0 - 40 - 40 4 1.2 3 EBT 7 - 7 - 7 24 - 24 - 24 7 - 7 - 7 2.5 -2.5 - 2.5 35 - 39 - 25 40 - 40 - 40 4 1 4 WBT 0 - 0 - 0 0 - 0 - 0 7 - 7 - 7 2.5 -2.5 - 2.5 35 - 39 - 25 40 - 40 - 40 4 1 5 SBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 15 - 18 - 12 17 - 20 - 17 3 1 6 NBT 7 - 7 - 7 20 - 20 - 20 7 - 7 - 7 1 - 1 - 1 45 - 45 - 52 0 - 40 - 40 4 1.2 7 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 Current Cycle 1 2 SBT 3 EBT Green Time 6 NBT 7 8 Rina Offset Offset 4 WBT 5 SBL TOD Schedule Plan 2 90 0 45 20 10 6 35 0 0 0 70 3 90 0 47 20 8 6 37 0 0 0 48 4 100 0 67 10 8 6 57 0 0 0 70 5 70 0 39 8 8 6 29 0 0 0 22 6 125 0 50 32 28 16 30 0 0 0 81 7 115 0 45 33 22 11 30 0 0 0 97 9 120 0 50 33 22 11 35 0 0 0 58 12 120 0 53 32 20 9 40 0 0 0 40 13 130 0 51 32 32 13 34 0 0 0 6 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings* Day of Week SuM TWThFS Last In Service Date: 03/08/2010 13:29 Permitted Phases 12345678 Default -23456-- External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time 0000 0030 0115 0600 0600 0700 0930 1000 1545 1900 2000 2300 Plan Free Free Free Free Free Free Free Free Free Free Free Free DOW SuMTWThF S MTWThF Su S Su S MTWThF MTWThF MTWThF Su S MTWThF MTWThF MTWThF MTWThF Local Time of Day Function Time Function 0000 TOD OUTPUTS 1515 TOD OUTPUTS 1900 TOD OUTPUTS 2100 TOD OUTPUTS Settings* Day of Week SuM TWThFS 1 MTWThF 3-- MTWThF SuM T W ThF * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 1 of 1 SIGYA.. NC. 2 4 6 .6 0 O 165 • SIGNAL HEAD & SIGN DETAILS O 60' ITEM MO. 521. -I-bf BV3.7. ORICKELL AV 1 e•c • 3o i U S I f =vv2 13' I I 13- 4e• S E 5 ST P2t {P41 IP4{ 1P61 P61 i1181 F& P21 12 lei D•3 • •• TOO-o--11 CONTROLLER TIMING PLAN TIMING INTE"= iiLD"='"a•. T1 i �. : I W..t ST•I'M (7I- EN IN aL1 : !30 U 6 $ i Tvts .k,;,..s, p7l....�FS1 a RI ® -- 3-M -\r INII� 32XUP[i*H *1<II t 052 S -0 I A, RED. LE.F. iiruszmammOCQ3 1 F.- T MN U.EAR - A rairkinrnOWARIM - 1 - IL s Ea�I/iali ID IR " 20 MIIIEMPANM SIGNAL OPERATING NOTES 1 MAJOR STREET 15 BACHEl, AVENUE 5 THE MINOR STREET 15 5 E 5 STREET 2 REFER TO 50 P 9 OF STANDARD INOEB 17070. 5 0-4.410VAL ROVG,B PHASE CONTROLLER)' WITH THE FOLLOWING FEATURES' A cs,cwoR PEDESTEAAN MANG CAI Pf0 06 3 OTgRRE?. FICf7ATE0 PECESTRAAti UA NG at PHASE 4 6 5. B PERMISSIvE LEFT TURNS ON :BASE 3. C ALL TRAFFIC SIGNAL EOUIPNENT MUST BE COMPATIBLE WITH DADE COUNT. CENTRAL COMPUTER SYSTEM ANC SPECFICATIONS TO CONFORM TO 'SPECIAL PROv151ONS FOR THE METRO 'R AR T,C CONTROL 5T5TEM CADE COUNTY. FLCR.:3 P'0PE0 .L 653. ..;7 -' RIO.12 ' LEE1 VAN YIELD ON OREEN W 3 124' PUSH BUTTON TO CROSS BRICKELL AVE. WAIT FOR FTP-46 040131i101 4 REQUIRED ITEM Na. SC-H D PREEMPTION BRIDGE CLEARANCE ON PHASE 2. IS0UTH SOUND LEFT AND THRD) LEfP LEADS Ce L,F] E20 L F.1 C e L F] C 2 LENGTHS] 030-11) •. LOOP A55EMP_LT 166C-2-101 ` DEVIATES FROM F^ T STANCARCS A _^ SHALL. BE FURH'SHEC 4N01NSTAL LEC AS SHCNN -A.S 5 NE^,„ER A N CONTROLLER TO REPLACE CLC C-5TRC;A• SAVE TON A. PICA.P EST'NG FPL 6 59T' SE .,ICE w.RESN AT 02C CONTROLLER LOCATE** RP B 56TT 5ER•ICE W.RE ANC' NTERCO/oNECTCABLE REOI;'9EC, TO BE INCLUDED AS PARR OF CONTROLLER NSTAL LA *CON ITEM NUMeER. 6 CONTRACTOR TO INSTALL NEW LOCR LEACS T-CONTROLLER THROLGR FF'ST'4G LOW LEAD CONDu.* m7JE AFP.'49F REMOVAL- ITEMS c.so-10 s E4>` c.so-sc, G ISO. 62p-70 1 EA G90- ep 4.M... a -7-_- a Pa El I 8 [] ILPC I 2i l L'SJ a5 +. 4 a�3,'. Sr 53.3� / LOW-EPAS_{ ��L E EJCI EA15 SE6r CE 1 T 1 p] CRDt'.00AECE Cc.&sor 5 ST x \ 1" -T 10 E TIH 6T , l� ITS �£YIS 2,010fl3l 5+i' Et 3-5T\ Ev:ST CCN0(1IT 93Tf- • 1NTERE0NN£CT ANO `LAANiNG NCACCN 'w SEE SH T_ ft/W LINE 1 SO - E I C20 1 CIA L F] C2 LENGTHS) ®.I E14 L. F)CL00P LEAD] 630-1-12 ES EA3 66PI1a) 6) AUNDE. SPRECHEA, TA5A 1N Ala NOTE 5 4 87006-3502. T 6 102 A7 �35 1 li / BRICKELL AVE, R/W LINE-, Cs7K I (y /may ) 1 .39 6 : [2.32 CF. ro -� G30-11 _OOP LEADS /f� L45HIN.G 6EAC0H 61C O, AH TRA _GRA65 r .� t0 gME ppN %DEG uNGE (. 62^--1-) C 20 L F ] I ) C 34 L F 695-o-1� -1 SCALE1''20. __.. 4576/ G.0 e-44 ea.47-121-4/3. SIGNALIZATIQN PLAN BRICKELL AVE. AT S.E. 5 ST. Print Date: 12/10/2010 Miami -Dade County Traffic Signals TOD Schedule Report for 4579: US 1 &SE 5 St Print Time: 2:02 AM MIAMI-DADE Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 9- 9- 9 24 - 24 - 24 3 0 2 NBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 1 3 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 EBT 7 - 7 - 7 24 - 24 - 24 7 - 7 - 7 2.5 -2.5 - 2.5 15 - 15 - 15 30 - 30 - 30 4 1 5 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 9- 9- 9 24 - 24 - 24 3 0 6 SBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 1 7 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 WBT 7 - 7 - 7 24 - 24 - 24 7 - 7 - 7 2.5 -2.5 - 2.5 15 - 15 - 15 30 - 30 - 30 4 1 Current Cvcle 1 SBL 2 NBT Green Time 6 SBT 7 8 WBT Rina Offset Offset 3 4 EBT 5 NBL TOD Schedule Plan 2 90 10 47 0 20 10 47 0 20 0 78 3 90 6 51 0 20 6 51 0 20 0 72 4 100 10 57 0 20 10 57 0 20 0 64 5 70 6 39 0 12 6 39 0 12 0 25 6 120 14 71 0 22 14 71 0 22 0 25 7 115 11 75 0 16 11 75 0 16 0 5 9 120 9 73 0 25 9 73 0 25 0 59 10 90 10 55 0 12 10 55 0 12 0 47 12 120 10 72 0 25 10 72 0 25 0 59 13 130 9 80 0 28 9 80 0 28 0 5 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings* Day of Week SuMTWThFS Last In Service Date: unknown Permitted Phases 12345678 Default 12-456-8 External Permit 0-2-4-6-8 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 Local TOD Schedule Time Plan DOW 0000 Free Su M T W Th F S 0030 Free M T W Th F 0115 Free Su S 0600 Free Su S 0600 5 M T W Th F 0700 6 M T W Th F 0930 7 M T W Th F 1000 9 Su S 1545 13 1900 12 2000 9 2300 Free MTWThF MTWThF MTWThF MTWThF Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings* Day of Week SuMTWThFS * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 1 of 1 Existing Conditions Analysis Worksheets Timings 2012 Existing Conditions 3: SW 1st Avenue & SW 7th Street AM PEAK 1- r Lane Group WBT SWL SWR Lane Configurations 4114 11IY r Volume (vph) 771 601 299 Turn Type NA NA Perm Protected Phases 2 8 Permitted Phases 8 Detector Phase 2 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 Minimum Split (s) 23.0 21.0 21.0 Total Split (s) 54.0 56.0 56.0 Total Split (%) 49.1% 50.9% 50.9% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 2.0 1.0 1.0 Lost Time Adjust (s) -2.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min None None Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 70 (64%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 1st Avenue & SW 7th Street 1-- 1,32LBj 54 :.. # 1 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 3: SW 1st Avenue & SW 7th Street AM PEAK 1- Movement EBL EBT EBR WBL WBT WBR NBL NBR SWL SWR Lane Configurations + Volume (vph) 0 0 0 124 771 0 0 0 601 299 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.97 0.91 Frt 1.00 0.99 0.85 Flt Protected 0.99 0.95 1.00 Satd. Flow (prot) 5050 3425 1441 Flt Permitted 0.99 0.95 1.00 Satd. Flow (perm) 5050 3425 1441 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 0 0 129 803 0 0 0 626 311 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 932 0 0 0 657 280 Turn Type Perm NA NA Perm Protected Phases 2 8 Permitted Phases 2 8 Actuated Green, G (s) 71.8 27.2 27.2 Effective Green, g (s) 73.8 28.2 28.2 Actuated g/C Ratio 0.67 0.26 0.26 Clearance Time (s) 6.0 5.0 5.0 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 3388 878 369 v/s Ratio Prot 0.19 v/s Ratio Perm 0.18 c0.19 v/c Ratio 0.28 0.75 0.76 Uniform Delay, d1 7.3 37.6 37.8 Progression Factor 0.67 1.00 1.00 Incremental Delay, d2 0.2 3.1 7.7 Delay (s) 5.1 40.7 45.5 Level of Service A D D Approach Delay (s) 0.0 5.1 0.0 42.1 Approach LOS A A A D Intersection Summary HCM 2000 Control Delay 23.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 4: S Miami Avenue & SW 7th Street AM PEAK 1- t Lane Group WBT NBL NBT Lane Configurations "+ 19 + Volume (vph) 649 278 523 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Detector Phase 4 2 2 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 Minimum Split (s) 21.0 22.5 22.5 Total Split (s) 45.0 65.0 65.0 Total Split (%) 40.9% 59.1% 59.1% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 0.0 0.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min C-Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 29 (26%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 4: S Miami Avenue & SW 7th Street ! t02(R) 4- 04 65 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 4: S Miami Avenue & SW 7th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ++"+ 19 4+ Volume (vph) 0 0 0 0 649 73 278 523 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.91 0.91 Frt 0.98 1.00 1.00 Flt Protected 1.00 0.95 1.00 Satd. Flow (prot) 5008 1610 3382 Flt Permitted 1.00 0.95 1.00 Satd. Flow (perm) 5008 1610 3382 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 0 669 75 287 539 0 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 744 0 258 568 0 0 0 0 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Actuated Green, G (s) 20.3 81.7 81.7 Effective Green, g (s) 20.3 81.7 81.7 Actuated g/C Ratio 0.18 0.74 0.74 Clearance Time (s) 4.0 4.0 4.0 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 924 1195 2511 v/s Ratio Prot c0.15 v/s Ratio Perm 0.16 0.17 v/c Ratio 0.81 0.22 0.23 Uniform Delay, d1 43.0 4.3 4.4 Progression Factor 1.00 0.39 0.44 Incremental Delay, d2 4.9 0.4 0.2 Delay (s) 47.8 2.1 2.1 Level of Service D A A Approach Delay (s) 0.0 47.8 2.1 0.0 Approach LOS A D A A Intersection Summary HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.34 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 5: Brickell Avenue & SW 7th Street AM PEAK Lane Group WBT NBL NBT SBL SBT SBR Lane Configurations 41, 1919 14 19 ++ ft Volume (vph) 40 370 1313 206 1154 166 Turn Type NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 2 Detector Phase 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 16.0 5.0 16.0 16.0 Minimum Split (s) 34.0 8.0 21.0 8.0 21.0 21.0 Total Split (s) 34.0 40.0 65.0 21.0 46.0 46.0 Total Split (%) 28.3% 33.3% 54.2% 17.5% 38.3% 38.3% Yellow Time (s) 4.0 3.0 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) -1.0 1.0 -1.0 1.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min None C-Min C-Min Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 86 (72%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 5: Brickell Avenue & SW 7th Street el 411 v ,) 21 t I 165 # L2 [F11 46s 4- 34 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 5: Brickell Avenue & SW 7th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 11119 141, 11 ++ ri Volume (vph) 0 0 0 4 40 44 370 1313 257 206 1154 166 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.97 0.91 1.00 0.95 1.00 Frt 0.93 1.00 0.98 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3267 3433 4961 1770 3539 1583 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3267 3433 4961 1770 3539 1583 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 0 0 4 43 47 398 1412 276 222 1241 178 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 46 Lane Group Flow (vph) 0 0 0 0 94 0 398 1688 0 222 1241 132 Turn Type Perm NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 8.9 19.3 76.6 21.5 78.8 78.8 Effective Green, g (s) 9.9 18.3 77.6 20.5 79.8 79.8 Actuated g/C Ratio 0.08 0.15 0.65 0.17 0.66 0.66 Clearance Time (s) 5.0 3.0 5.0 3.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 269 523 3208 302 2353 1052 v/s Ratio Prot 0.12 0.34 c0.13 c0.35 v/s Ratio Perm 0.03 0.08 v/c Ratio 0.35 0.76 0.53 0.74 0.53 0.13 Uniform Delay, d1 52.0 48.8 11.4 47.2 10.4 7.3 Progression Factor 1.00 1.00 1.00 0.95 0.87 0.83 Incremental Delay, d2 0.8 6.5 0.6 8.4 0.8 0.2 Delay (s) 52.8 55.2 12.0 52.9 9.8 6.3 Level of Service D E B D A A Approach Delay (s) 0.0 52.8 20.2 15.3 Approach LOS A D C B Intersection Summary HCM 2000 Control Delay 18.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 8: SW 1st Avenue & SW 8th Street AM PEAK Lane Group EBT SBT Lane Configurations 4'4"t + Volume (vph) 1775 456 Turn Type NA NA Protected Phases 2 4 Permitted Phases Detector Phase 2 4 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 21.0 21.0 Total Split (s) 79.0 31.0 Total Split (%) 71.8% 28.2% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min None Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 54 (49%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 8: SW 1st Avenue & SW 8th Street ! +m2 (R) 7Ss K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 8: SW 1st Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +1 i 4+ Volume (vph) 0 1775 485 0 0 0 0 0 0 204 456 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.95 Frt 0.97 1.00 Flt Protected 1.00 0.98 Satd. Flow (prot) 4922 3485 Flt Permitted 1.00 0.98 Satd. Flow (perm) 4922 3485 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 1830 500 0 0 0 0 0 0 210 470 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 2330 0 0 0 0 0 0 0 0 680 0 Turn Type NA Perm NA Protected Phases 2 4 Permitted Phases 4 Actuated Green, G (s) 75.2 24.8 Effective Green, g (s) 76.2 25.8 Actuated g/C Ratio 0.69 0.23 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 3409 817 v/s Ratio Prot c0.47 v/s Ratio Perm 0.20 v/c Ratio 0.68 0.83 Uniform Delay, d1 9.9 40.0 Progression Factor 1.00 0.38 Incremental Delay, d2 1.1 6.6 Delay (s) 11.0 21.8 Level of Service B C Approach Delay (s) 11.0 0.0 0.0 21.8 Approach LOS B A A C Intersection Summary HCM 2000 Control Delay 13.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 70.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 9: S Miami Avenue & SW 8th Street AM PEAK Lane Group -IP At EBT NBT Lane Configurations 1 + Volume (vph) 1612 587 Turn Type NA NA Protected Phases 4 2 Permitted Phases Detector Phase 4 2 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 19.0 21.0 Total Split (s) 79.0 31.0 Total Split (%) 71.8% 28.2% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 93 (85%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 9: S Miami Avenue & SW 8th Street ! I 02 (R) 31 _m 1 79 4 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 9: S Miami Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations illut 14 Volume (vph) 227 1612 0 0 0 0 0 587 68 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.91 Frt 1.00 0.98 Flt Protected 0.99 1.00 Satd. Flow (prot) 5054 5006 Flt Permitted 0.99 1.00 Satd. Flow (perm) 5054 5006 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 234 1662 0 0 0 0 0 605 70 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 1896 0 0 0 0 0 675 0 0 0 0 Turn Type Perm NA NA Protected Phases 4 2 Permitted Phases 4 Actuated Green, G (s) 55.7 44.3 Effective Green, g (s) 56.7 45.3 Actuated g/C Ratio 0.52 0.41 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 2605 2061 v/s Ratio Prot c0.13 v/s Ratio Perm 0.38 v/c Ratio 0.73 0.33 Uniform Delay, d1 20.7 22.0 Progression Factor 1.15 1.00 Incremental Delay, d2 0.6 0.4 Delay (s) 24.3 22.4 Level of Service C C Approach Delay (s) 24.3 0.0 22.4 0.0 Approach LOS C A C A Intersection Summary HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 10: Brickell Plaza & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + " i r Volume (veh/h) 0 1434 268 0 0 0 0 0 70 4 4 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 0 1478 276 0 0 0 0 0 72 4 4 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 437 452 pX, platoon unblocked 0.72 0.72 0.72 0.72 0.72 0.72 vC, conflicting volume 0 1755 1619 1616 631 565 1755 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 703 515 512 0 0 703 0 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free °A) 100 100 100 100 91 99 98 100 cM capacity (veh/h) 1622 644 316 335 784 671 261 1084 Direction, Lane # EB 1 EB 2 EB 3 NB 1 SB 1 Volume Total 591 591 572 72 8 Volume Left 0 0 0 0 4 Volume Right 0 0 276 72 0 cSH 1700 1700 1700 784 375 Volume to Capacity 0.35 0.35 0.34 0.09 0.02 Queue Length 95th (ft) 0 0 0 8 2 Control Delay (s) 0.0 0.0 0.0 10.1 14.8 Lane LOS B B Approach Delay (s) 0.0 10.1 14.8 Approach LOS B B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 51.3% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 11: Brickell Avenue & SW 8th Street AM PEAK Lane Group EBL EBT WBL WBT WBR NBT SBL SBT Lane Configurations 191 19 r 1919 .44 Volume (vph) 536 708 234 0 549 851 347 819 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Detector Phase 4 4 8 8 8 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 12.0 12.0 12.0 32.2 9.0 32.2 Total Split (s) 37.0 37.0 33.0 33.0 33.0 40.0 20.0 60.0 Total Split (%) 28.5% 28.5% 25.4% 25.4% 25.4% 30.8% 15.4% 46.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.2 1.0 1.2 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Min None C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 82 (63%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 11: Brickell Avenue & SW 8th Street 0 tee 37 s V •3C3 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 11: Brickell Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '1 t"ri 19 ft + 1915 14+ Volume (vph) 536 708 221 234 0 549 0 851 234 347 819 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lane Util. Factor 0.97 0.95 0.95 0.91 0.95 0.91 0.97 0.91 Frt 1.00 0.96 1.00 0.86 0.85 0.97 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3413 1681 1456 1504 4921 3433 5085 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3413 1681 1456 1504 4921 3433 5085 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 570 753 235 249 0 584 0 905 249 369 871 0 RTOR Reduction (vph) 0 0 0 0 0 185 0 0 0 0 0 0 Lane Group Flow (vph) 570 988 0 224 305 119 0 1154 0 369 871 0 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Actuated Green, G (s) 34.2 34.2 27.7 27.7 27.7 33.2 15.7 52.9 Effective Green, g (s) 35.2 35.2 28.7 28.7 28.7 34.2 15.7 53.9 Actuated g/C Ratio 0.27 0.27 0.22 0.22 0.22 0.26 0.12 0.41 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.2 4.0 5.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 1.0 2.0 1.0 Lane Grp Cap (vph) 929 924 371 321 332 1294 414 2108 v/s Ratio Prot 0.17 c0.29 0.13 c0.21 0.08 c0.23 c0.11 0.17 v/s Ratio Perm v/c Ratio 0.61 1.07 0.60 0.95 0.36 0.89 0.89 0.41 Uniform Delay, d1 41.5 47.4 45.5 49.9 42.9 46.1 56.3 26.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.2 49.9 2.8 37.1 0.7 9.6 20.2 0.6 Delay (s) 42.7 97.3 48.3 87.0 43.5 55.7 76.5 27.5 Level of Service D F D F D E E C Approach Delay (s) 77.3 60.7 55.7 42.1 Approach LOS E E E D Intersection Summary HCM 2000 Control Delay 60.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.96 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.2 Intersection Capacity Utilization 83.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 13: S Miami Avenue & SE 6th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Volume (veh/h) 1 1 0 0 2 130 0 473 134 0 0 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1 1 0 0 2 144 0 526 149 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 355 pX, platoon unblocked 0.97 0.97 0.97 0.97 0.97 0.97 vC, conflicting volume 408 674 0 601 600 337 0 674 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 315 591 0 514 514 241 0 591 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 100 100 100 80 100 100 cM capacity (veh/h) 474 404 1084 427 447 733 1622 947 Direction, Lane # EB 1 WB 1 NB 1 NB 2 Volume Total 2 147 263 412 Volume Left 1 0 0 0 Volume Right 0 144 0 149 cSH 436 726 1622 1700 Volume to Capacity 0.01 0.20 0.00 0.24 Queue Length 95th (ft) 0 19 0 0 Control Delay (s) 13.3 11.2 0.0 0.0 Lane LOS B B Approach Delay (s) 13.3 11.2 0.0 Approach LOS B B Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 32.2% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 15: Brickell Avenue & SE 5th Street AM PEAK f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations ' "ri 4 ft ' +144 19 1144 Volume (vph) 65 6 50 8 58 100 1004 72 1411 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 36.0 36.0 36.0 8.0 30.0 8.0 30.0 Total Split (s) 27.0 27.0 27.0 27.0 27.0 17.0 76.0 17.0 76.0 Total Split (%) 22.5% 22.5% 22.5% 22.5% 22.5% 14.2% 63.3% 14.2% 63.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 1.0 -1.0 1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 25 (21%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 15: Brickell Avenue & SE 5th Street tI:Ft) 173 173 I I76 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 15: Brickell Avenue & SE 5th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 4 ft 19 4i4i 11 att Volume (vph) 65 6 95 50 8 58 100 1004 62 72 1411 95 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.86 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.96 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1599 1786 1583 1770 5041 1770 5037 Flt Permitted 0.72 1.00 0.55 1.00 0.13 1.00 0.23 1.00 Satd. Flow (perm) 1335 1599 1026 1583 234 5041 425 5037 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 69 6 101 53 9 62 106 1068 66 77 1501 101 RTOR Reduction (vph) 0 0 0 0 0 55 0 0 0 0 0 0 Lane Group Flow (vph) 69 107 0 0 62 7 106 1134 0 77 1602 0 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Actuated Green, G (s) 12.9 12.9 12.9 12.9 95.3 89.3 92.9 88.1 Effective Green, g (s) 13.9 13.9 13.9 13.9 93.3 90.3 90.9 89.1 Actuated g/C Ratio 0.12 0.12 0.12 0.12 0.78 0.75 0.76 0.74 Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 154 185 118 183 245 3793 364 3739 v/s Ratio Prot c0.07 c0.02 0.22 0.01 c0.32 v/s Ratio Perm 0.05 0.06 0.00 0.32 0.15 v/c Ratio 0.45 0.58 0.53 0.04 0.43 0.30 0.21 0.43 Uniform Delay, d1 49.5 50.3 49.9 47.1 4.2 4.7 3.8 5.8 Progression Factor 1.00 1.00 1.00 1.00 1.68 1.51 1.00 1.00 Incremental Delay, d2 1.5 3.6 3.2 0.1 0.4 0.2 0.1 0.4 Delay (s) 51.0 53.8 53.1 47.2 7.4 7.3 3.9 6.2 Level of Service D D D D A A A A Approach Delay (s) 52.7 50.2 7.3 6.1 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 10.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.45 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 16: Brickell Avenue & SE 6th Street AM PEAK Movement EBL EBR NBL NBT SBT SBR Lane Configurations 11Yr +1'1' Volume (veh/h) 0 27 123 1192 1521 24 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 0 29 132 1282 1635 26 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 346 188 pX, platoon unblocked 0.91 0.88 0.88 vC, conflicting volume 2340 558 1661 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1274 40 1288 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 97 72 cM capacity (veh/h) 104 904 472 Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 Volume Total 29 132 427 427 427 654 654 353 Volume Left 0 132 0 0 0 0 0 0 Volume Right 29 0 0 0 0 0 0 26 cSH 904 472 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.03 0.28 0.25 0.25 0.25 0.38 0.38 0.21 Queue Length 95th (ft) 2 28 0 0 0 0 0 0 Control Delay (s) 9.1 15.6 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A C Approach Delay (s) 9.1 1.5 0.0 Approach LOS A Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 50.1% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 97: SE 6th Street & SE 1st Avenue AM PEAK Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 63 74 27 8 5 108 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 68 80 29 9 5 117 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 38 251 34 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 38 251 34 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 99 89 cM capacity (veh/h) 1572 705 1040 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 149 38 123 Volume Left 68 0 5 Volume Right 0 9 117 cSH 1572 1700 1018 Volume to Capacity 0.04 0.02 0.12 Queue Length 95th (ft) 3 0 10 Control Delay (s) 3.6 0.0 9.0 Lane LOS A A Approach Delay (s) 3.6 0.0 9.0 Approach LOS A Intersection Summary Average Delay 5.3 Intersection Capacity Utilization 27.7% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 98: SE 1st Avenue & SE 5th Street AM PEAK Movement EBT EBR WBL WBT NBL NBR Lane Configurations 4 11 Volume (veh/h) 0 10 103 30 21 50 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 0 11 110 32 22 53 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 688 pX, platoon unblocked vC, conflicting volume 11 251 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 11 251 0 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 93 97 95 cM capacity (veh/h) 1609 687 1085 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 11 141 76 Volume Left 0 110 22 Volume Right 11 0 53 cSH 1700 1609 926 Volume to Capacity 0.01 0.07 0.08 Queue Length 95th (ft) 0 5 7 Control Delay (s) 0.0 5.8 9.2 Lane LOS A A Approach Delay (s) 0.0 5.8 9.2 Approach LOS A Intersection Summary Average Delay 6.7 Intersection Capacity Utilization 18.2% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 3: SW 1st Avenue & SW 7th Street PM Peak 1- r Lane Group WBT SWL SWR Lane Configurations 4114 11IY r Volume (vph) 1065 636 281 Turn Type NA NA Perm Protected Phases 2 8 Permitted Phases 8 Detector Phase 2 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 Minimum Split (s) 21.0 21.0 21.0 Total Split (s) 59.0 41.0 41.0 Total Split (%) 59.0% 41.0% 41.0% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 2.0 1.0 1.0 Lost Time Adjust (s) -2.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min None None Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 77 (77%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 1st Avenue & SW 7th Street 1— P 1,32LRj K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 3: SW 1st Avenue & SW 7th Street PM Peak r Movement EBL EBT EBR WBL WBT WBR NBL NBR SWL SWR Lane Configurations + Volume (vph) 0 0 0 200 1065 0 0 0 636 281 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.97 0.91 Frt 1.00 0.99 0.85 Flt Protected 0.99 0.95 1.00 Satd. Flow (prot) 5045 3427 1441 Flt Permitted 0.99 0.95 1.00 Satd. Flow (perm) 5045 3427 1441 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 0 0 208 1109 0 0 0 662 293 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 1317 0 0 0 691 264 Turn Type Perm NA NA Perm Protected Phases 2 8 Permitted Phases 2 8 Actuated Green, G (s) 64.5 24.5 24.5 Effective Green, g (s) 66.5 25.5 25.5 Actuated g/C Ratio 0.66 0.26 0.26 Clearance Time (s) 6.0 5.0 5.0 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 3354 873 367 v/s Ratio Prot c0.20 v/s Ratio Perm 0.26 0.18 v/c Ratio 0.39 0.79 0.72 Uniform Delay, d1 7.6 34.8 34.0 Progression Factor 1.00 1.00 1.00 Incremental Delay, d2 0.3 4.6 5.5 Delay (s) 7.9 39.4 39.5 Level of Service A D D Approach Delay (s) 0.0 7.9 0.0 39.4 Approach LOS A A A D Intersection Summary HCM 2000 Control Delay 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 100.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 4: S Miami Avenue & SW 7th Street PM Peak 1- t Lane Group WBT NBL NBT Lane Configurations f t" 19 4+ Volume (vph) 995 415 501 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Detector Phase 4 2 2 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 Minimum Split (s) 21.0 22.5 22.5 Total Split (s) 46.5 68.5 68.5 Total Split (%) 40.4% 59.6% 59.6% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) -0.5 -0.5 -0.5 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min C-Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 107 (93%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 4: S Miami Avenue & SW 7th Street ! I m2 (R) _ 04 6 s FA46.5s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 4: S Miami Avenue & SW 7th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ++"+ 19 4+ Volume (vph) 0 0 0 0 995 111 415 501 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.91 0.91 Frt 0.98 1.00 1.00 Flt Protected 1.00 0.95 0.99 Satd. Flow (prot) 5009 1610 3359 Flt Permitted 1.00 0.95 0.99 Satd. Flow (perm) 5009 1610 3359 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 0 1047 117 437 527 0 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 1164 0 315 649 0 0 0 0 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Actuated Green, G (s) 31.2 74.8 74.8 Effective Green, g (s) 31.7 75.3 75.3 Actuated g/C Ratio 0.28 0.65 0.65 Clearance Time (s) 4.5 4.5 4.5 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 1380 1054 2199 v/s Ratio Prot c0.23 v/s Ratio Perm c0.20 0.19 v/c Ratio 0.84 0.30 0.30 Uniform Delay, d1 39.3 8.5 8.5 Progression Factor 1.00 0.65 0.65 Incremental Delay, d2 4.7 0.7 0.3 Delay (s) 44.0 6.2 5.8 Level of Service D A A Approach Delay (s) 0.0 44.0 6.0 0.0 Approach LOS A D A A Intersection Summary HCM 2000 Control Delay 26.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 69.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 5: Brickell Avenue & SW 7th Street PM Peak 1- Lane Group WBT NBL NBT SBL SBT SBR Lane Configurations 41, 1919 4i4i 19 ++ ft Volume (vph) 232 520 1200 23 1282 367 Turn Type NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 2 Detector Phase 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 16.0 5.0 16.0 16.0 Minimum Split (s) 34.0 8.0 21.0 8.0 21.0 21.0 Total Split (s) 33.0 40.0 57.0 40.0 57.0 57.0 Total Split (%) 25.4% 30.8% 43.8% 30.8% 43.8% 43.8% Yellow Time (s) 4.0 3.0 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) -1.0 1.0 -1.0 1.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min None C-Min C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 5: Brickell Avenue & SW 7th Street 1 �1 # o2 (R1 4- 33 s LA� tFE�(;,I K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 5: Brickell Avenue & SW 7th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 11119 141, 11 ++ ri Volume (vph) 0 0 0 67 232 100 520 1200 11 23 1282 367 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.97 0.91 1.00 0.95 1.00 Frt 0.96 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3378 3433 5078 1770 3539 1583 Flt Permitted 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3378 3433 5078 1770 3539 1583 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 71 247 106 553 1277 12 24 1364 390 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 71 Lane Group Flow (vph) 0 0 0 0 424 0 553 1289 0 24 1364 319 Turn Type Perm NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 21.5 26.6 90.5 5.0 68.9 68.9 Effective Green, g (s) 22.5 25.6 91.5 4.0 69.9 69.9 Actuated g/C Ratio 0.17 0.20 0.70 0.03 0.54 0.54 Clearance Time (s) 5.0 3.0 5.0 3.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 584 676 3574 54 1902 851 v/s Ratio Prot c0.16 0.25 0.01 c0.39 v/s Ratio Perm 0.13 0.20 v/c Ratio 0.73 0.82 0.36 0.44 0.72 0.37 Uniform Delay, d1 50.8 50.0 7.6 61.9 22.6 17.4 Progression Factor 1.00 1.00 1.00 0.95 1.26 1.48 Incremental Delay, d2 4.5 7.6 0.3 5.3 2.2 1.2 Delay (s) 55.3 57.6 7.9 63.8 30.5 26.9 Level of Service E E A E C C Approach Delay (s) 0.0 55.3 22.8 30.2 Approach LOS A E C C Intersection Summary HCM 2000 Control Delay 29.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 8: SW 1st Avenue & SW 8th Street PM Peak Lane Group Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary EBT 1027 NA 2 SBT 701 NA 4 2 4 7.0 7.0 21.0 21.0 56.0 59.0 48.7% 51.3% 4.0 4.0 1.0 1.0 -1.0 -1.0 4.0 4.0 C-Min None Cycle Length: 115 Actuated Cycle Length: 115 Offset: 80 (70%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 8: SW 1st Avenue & SW 8th Street ! +m2 (R) 56 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 8: SW 1st Avenue & SW 8th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +1 i 4+ Volume (vph) 0 1027 335 0 0 0 0 0 0 136 701 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.95 Frt 0.96 1.00 Flt Protected 1.00 0.99 Satd. Flow (prot) 4898 3511 Flt Permitted 1.00 0.99 Satd. Flow (perm) 4898 3511 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 1104 360 0 0 0 0 0 0 146 754 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 1464 0 0 0 0 0 0 0 0 900 0 Turn Type NA Perm NA Protected Phases 2 4 Permitted Phases 4 Actuated Green, G (s) 69.8 35.2 Effective Green, g (s) 70.8 36.2 Actuated g/C Ratio 0.62 0.31 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 3015 1105 v/s Ratio Prot c0.30 v/s Ratio Perm 0.26 v/c Ratio 0.49 0.81 Uniform Delay, d1 12.1 36.3 Progression Factor 1.00 1.00 Incremental Delay, d2 0.6 4.5 Delay (s) 12.7 40.8 Level of Service B D Approach Delay (s) 12.7 0.0 0.0 40.8 Approach LOS B A A D Intersection Summary HCM 2000 Control Delay 23.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 9: S Miami Avenue & SW 8th Street PM Peak Lane Group —IP At EBT NBT Lane Configurations Mut + " i Volume (vph) 936 675 Turn Type NA NA Protected Phases 4 2 Permitted Phases Detector Phase 4 2 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 19.0 21.0 Total Split (s) 54.0 61.0 Total Split (%) 47.0% 53.0% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 28 (24%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 40 Control Type: Actuated -Coordinated Splits and Phases: 9: S Miami Avenue & SW 8th Street ! I m2 [R] � 61 s I 54 s m4 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 9: S Miami Avenue & SW 8th Street PM Peak f 1- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations illut 14 Volume (vph) 281 936 0 0 0 0 0 675 50 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.91 Frt 1.00 0.99 Flt Protected 0.99 1.00 Satd. Flow (prot) 5027 5032 Flt Permitted 0.99 1.00 Satd. Flow (perm) 5027 5032 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 290 965 0 0 0 0 0 696 52 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 1255 0 0 0 0 0 748 0 0 0 0 Turn Type Perm NA NA Protected Phases 4 2 Permitted Phases 4 Actuated Green, G (s) 34.1 70.9 Effective Green, g (s) 35.1 71.9 Actuated g/C Ratio 0.31 0.63 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 1534 3146 v/s Ratio Prot c0.15 v/s Ratio Perm 0.25 v/c Ratio 0.82 0.24 Uniform Delay, d1 37.0 9.5 Progression Factor 0.74 1.00 Incremental Delay, d2 3.0 0.2 Delay (s) 30.2 9.7 Level of Service C A Approach Delay (s) 30.2 0.0 9.7 0.0 Approach LOS C A A A Intersection Summary HCM 2000 Control Delay 22.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 10: Brickell Plaza & SW 8th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + " i r Volume (veh/h) 0 750 190 0 0 0 0 0 98 1 37 0 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 0 882 224 0 0 0 0 0 115 1 44 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 437 452 pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81 vC, conflicting volume 0 1106 1016 994 406 409 1106 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 291 180 153 0 0 291 0 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free °A) 100 100 100 100 87 100 91 100 cM capacity (veh/h) 1622 1022 576 595 874 716 498 1084 Direction, Lane # EB 1 EB 2 EB 3 NB 1 SB 1 Volume Total 353 353 400 115 45 Volume Left 0 0 0 0 1 Volume Right 0 0 224 115 0 cSH 1700 1700 1700 874 502 Volume to Capacity 0.21 0.21 0.24 0.13 0.09 Queue Length 95th (ft) 0 0 0 11 7 Control Delay (s) 0.0 0.0 0.0 9.7 12.9 Lane LOS A B Approach Delay (s) 0.0 9.7 12.9 Approach LOS A B Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 38.1% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 11: Brickell Avenue & SW 8th Street PM Peak Lane Group EBL EBT WBL WBT WBR NBT SBL SBT Lane Configurations 191 19 r 1919 .44 Volume (vph) 262 450 279 0 520 924 314 1069 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Detector Phase 4 4 8 8 8 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 36.0 36.0 36.0 32.2 9.0 32.2 Total Split (s) 40.0 40.0 40.0 40.0 40.0 53.0 17.0 70.0 Total Split (%) 26.7% 26.7% 26.7% 26.7% 26.7% 35.3% 11.3% 46.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.2 1.0 1.2 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Min None C-Min Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 6 (4%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 115 Control Type: Actuated -Coordinated Splits and Phases: 11: Brickell Avenue & SW 8th Street ■ 132ITU 70 8 \III`'ia5 t6[Fij 17t 53t1 40 s s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 11: Brickell Avenue & SW 8th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '1 t"ri 19 ft + 1915 14+ Volume (vph) 262 450 198 279 0 520 0 924 192 314 1069 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lane Util. Factor 0.97 0.95 0.95 0.91 0.95 0.91 0.97 0.91 Frt 1.00 0.95 1.00 0.87 0.85 0.97 1.00 1.00 Flt Protected 0.95 1.00 0.95 0.99 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3377 1681 1459 1504 4954 3433 5085 Flt Permitted 0.95 1.00 0.95 0.99 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3377 1681 1459 1504 4954 3433 5085 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 279 479 211 297 0 553 0 983 204 334 1137 0 RTOR Reduction (vph) 0 0 0 0 0 188 0 0 0 0 0 0 Lane Group Flow (vph) 279 690 0 267 295 100 0 1187 0 334 1137 0 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Actuated Green, G (s) 35.5 35.5 33.4 33.4 33.4 44.2 17.7 65.9 Effective Green, g (s) 36.5 36.5 34.4 34.4 34.4 45.2 17.7 66.9 Actuated g/C Ratio 0.24 0.24 0.23 0.23 0.23 0.30 0.12 0.45 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.2 4.0 5.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 1.0 2.0 1.0 Lane Grp Cap (vph) 835 821 385 334 344 1492 405 2267 v/s Ratio Prot 0.08 c0.20 0.16 c0.20 0.07 c0.24 c0.10 0.22 v/s Ratio Perm v/c Ratio 0.33 0.84 0.69 0.88 0.29 0.80 0.82 0.50 Uniform Delay, d1 46.7 54.0 53.0 55.9 47.7 48.2 64.6 29.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 7.8 5.3 22.9 0.5 4.5 12.2 0.8 Delay (s) 47.0 61.7 58.3 78.8 48.2 52.6 76.9 30.4 Level of Service D E E E D D E C Approach Delay (s) 57.5 62.0 52.6 41.0 Approach LOS E E D D Intersection Summary HCM 2000 Control Delay 51.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.2 Intersection Capacity Utilization 76.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 13: S Miami Avenue & SE 6th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Volume (veh/h) 3 0 0 0 2 141 1 564 104 0 0 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 3 0 0 0 2 158 1 634 117 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 355 pX, platoon unblocked 0.94 0.94 0.94 0.94 0.94 0.94 vC, conflicting volume 479 753 0 694 694 375 0 751 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 330 621 0 559 559 221 0 618 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 100 100 100 99 79 100 100 cM capacity (veh/h) 442 379 1084 389 412 739 1622 905 Direction, Lane # EB 1 WB 1 NB 1 NB 2 Volume Total 3 161 318 434 Volume Left 3 0 1 0 Volume Right 0 158 0 117 cSH 442 731 1622 1700 Volume to Capacity 0.01 0.22 0.00 0.26 Queue Length 95th (ft) 1 21 0 0 Control Delay (s) 13.2 11.3 0.0 0.0 Lane LOS B B A Approach Delay (s) 13.2 11.3 0.0 Approach LOS B B Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn Timings 2012 Existing Conditions 15: Brickell Avenue & SE 5th Street PM Peak f 1- Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations 'Pi"ri 4 r 1 + 19 44 Volume (vph) 57 2 67 15 49 54 1115 75 1430 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 36.0 36.0 36.0 8.0 30.0 8.0 30.0 Total Split (s) 33.0 33.0 33.0 33.0 33.0 12.0 85.0 12.0 85.0 Total Split (%) 25.4% 25.4% 25.4% 25.4% 25.4% 9.2% 65.4% 9.2% 65.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 1.0 -1.0 1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 5 (4%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 15: Brickell Avenue & SE 5th Street 12S CIS K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Signalized Intersection Capacity Analysis 2012 Existing Conditions 15: Brickell Avenue & SE 5th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 4 ft 19 ++ 11 att Volume (vph) 57 2 79 67 15 49 54 1115 58 75 1430 148 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.96 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1589 1789 1583 1770 5048 1770 5014 Flt Permitted 0.59 1.00 0.59 1.00 0.10 1.00 0.17 1.00 Satd. Flow (perm) 1091 1589 1106 1583 185 5048 309 5014 Peak -hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 66 2 92 78 17 57 63 1297 67 87 1663 172 RTOR Reduction (vph) 0 0 0 0 0 50 0 0 0 0 0 0 Lane Group Flow (vph) 66 94 0 0 95 7 63 1364 0 87 1835 0 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Actuated Green, G (s) 14.2 14.2 14.2 14.2 100.3 95.8 105.3 98.3 Effective Green, g (s) 15.2 15.2 15.2 15.2 98.3 96.8 103.3 99.3 Actuated g/C Ratio 0.12 0.12 0.12 0.12 0.76 0.74 0.79 0.76 Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 127 185 129 185 182 3758 312 3829 v/s Ratio Prot 0.06 0.01 0.27 c0.01 c0.37 v/s Ratio Perm 0.06 c0.09 0.00 0.25 0.21 v/c Ratio 0.52 0.51 0.74 0.04 0.35 0.36 0.28 0.48 Uniform Delay, d1 54.0 53.9 55.5 50.9 4.8 5.8 3.5 5.7 Progression Factor 1.00 1.00 1.00 1.00 2.09 0.88 1.00 1.00 Incremental Delay, d2 2.7 1.6 18.5 0.1 0.4 0.3 0.2 0.4 Delay (s) 56.6 55.5 73.9 51.0 10.4 5.4 3.7 6.1 Level of Service E E E D B A A A Approach Delay (s) 56.0 65.3 5.6 6.0 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 10.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 56.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 16: Brickell Avenue & SE 6th Street PM Peak Movement EBL EBR NBL NBT SBT SBR Lane Configurations 11Yr +1'1' Volume (veh/h) 8 33 111 1153 1508 42 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 9 37 125 1296 1694 47 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 346 188 pX, platoon unblocked 0.92 0.87 0.87 vC, conflicting volume 2399 588 1742 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1546 11 1335 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free °A) 87 96 72 cM capacity (veh/h) 69 929 447 Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 Volume Total 46 125 432 432 432 678 678 386 Volume Left 9 125 0 0 0 0 0 0 Volume Right 37 0 0 0 0 0 0 47 cSH 272 447 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.17 0.28 0.25 0.25 0.25 0.40 0.40 0.23 Queue Length 95th (ft) 15 28 0 0 0 0 0 0 Control Delay (s) 20.9 16.1 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS C C Approach Delay (s) 20.9 1.4 0.0 Approach LOS C Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 49.6% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 97: SE 6th Street & SE 1st Avenue PM Peak Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 49 57 29 17 2 117 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 55 64 33 19 2 131 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 52 216 42 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 52 216 42 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 100 87 cM capacity (veh/h) 1554 745 1029 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 119 52 134 Volume Left 55 0 2 Volume Right 0 19 131 cSH 1554 1700 1022 Volume to Capacity 0.04 0.03 0.13 Queue Length 95th (ft) 3 0 11 Control Delay (s) 3.6 0.0 9.1 Lane LOS A A Approach Delay (s) 3.6 0.0 9.1 Approach LOS A Intersection Summary Average Delay 5.4 Intersection Capacity Utilization 26.4% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2012 Existing Conditions 98: SE 1st Avenue & SE 5th Street PM Peak Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 0 5 114 19 19 47 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 0 6 133 22 22 55 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 685 pX, platoon unblocked vC, conflicting volume 6 287 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 6 287 0 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 92 97 95 cM capacity (veh/h) 1615 646 1085 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 6 155 77 Volume Left 0 133 22 Volume Right 6 0 55 cSH 1700 1615 907 Volume to Capacity 0.00 0.08 0.08 Queue Length 95th (ft) 0 7 7 Control Delay (s) 0.0 6.5 9.3 Lane LOS A A Approach Delay (s) 0.0 6.5 9.3 Approach LOS A Intersection Summary Average Delay 7.2 Intersection Capacity Utilization 17.9% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2012 - Exising Conditions.syn APPENDIX E: Proposed Improvements along Brickell Avenue C H Perez & Associates Engineers • Planners • Surveyors District Six Traffic Operations District -Wide Traffic Operations & Safety Studies FM: 249796-2-32-07 Contract No. C-8R39, TWO 44 Section 87030/SR 5/Brickell Avenue from SE 8th Street to SE 5th Street 10.238toMP10.4 FDOT Project Manager: Jankristof Devastey, E.I. P&A Project Manager: Carlos Francis, P.E., PTOE October 2010 SR 5/BRICKELL AVE RESTRIPE ROADWAY TO ACCEPT TWO SOUTH - BOUND THROUGH LANES REALIGN EXISTING SIGNAL HEADS FACING SOUTHBOUND THROUGH TRAFFIC AND REPLACE EXISTING 4-SECTION SIGNAL HEAD WITH TWO 3-SECTION SIGNAL HEADS FOR THE DUAL LEFT -TURNS (If new mast -Alm is not required). I II �Lig L[� -lStl3 10f131I yl" ION ��r. I I 1 1 _ t 1uaoNl1.1 \ I 1 1 11 ��LYJL:J 9 I i 1 1 L/ �uaaNl�unoN- 1 mI F \59�I —rko)11 I r( • III I�} Pzi I II�� II II 1 ,1 \ I Neel wtlI 1 i III II ^ i U i III II nI II AI III II p `1I Ilu II LEGEND: MiNZERI ARROW NALMMEEZ ��� MODIFY MEDIAN AREA AND PROVIDE A 3-FOOT TRAFFIC SEPARATOR TO ACCOMMODATE NORTHBOUND AND SOUTHBOUND DUAL LEFT TURN BAYS. RECONFIGURE INSIDE THROUGH LANE TO ACCOMMODATE SOUTH BOUND LEFT TURN BAY. TRAFFIC CONTROL BOX J 1111 � 1 as REPLACE EXISTING TRAFFIC SIGNAL STRUCTURE AND INSTALL THREE 3-SECTION SIGNAL HEADS AND A "DO NOT BLOCK INTERSECTION" SIGN, AS SHOWN. CONVERT THE NORTHBOUND OUTSIDE LANE FROM AN EXCLUSIVE RIGHT -TURN LANE TO A SHARED THRU/RIGHT-TURN LANE. LEFT TURN SIGNAL REALIGN EXISTING SIGNAL HEADS AND INSTALL A "DO NOT BLOCK INTERSECTION" SIGN ON MAST -ARM (If new mast -arm is not required). ri 17:1 x ' _ DO NOT BLOCK MESON REDUCE SIDEWALK WIDTH TO 7 FT (FROM 10 FT) IN ORDER TO SHIFT SOUTHBOUND THROUGH LANES TO THE WEST. REPLACE EXISTING TRAFFIC SIGNAL STRUCTURE AND SIGNAL HEADS TO ACCOMMODATE SOUTHBOUND LANE SHIFTS. ALSO, INSTALLA "DO NOT BLOCK INTERSECTION" SIGN IN RAISED MEDIAN, AS SHOWN. PROVIDE INTERNALLY ILLUMINATED STREET NAME SIGNS AT SE 8TH, 7TH AND 5TH STREET (If new mast -arm is not required) EDGING LIGHT POLE 0 MANHOLE (I) BUS STOP pg� 4-SECTION HEAD tad 5-SECTION HEAD I—i PROPOSED LJ SION PANEL ® EXISTING SIGN par REMOVED EXISTING SIGN TO BE RELOCATED MILLING& RESURFACING ® soon MODIFY MEDIAN AREA AND EXTEND NORTHBOUND AND SOUTHBOUND LEFT TURN BAYS. CFI PEREZ&ASSOCIATES CONSULTING ENGINEERS. INC 9594 NW 41 STREET, SUITE 201 MIAMI, FLORIDA 33178 (305)592-1070 FAX: (305)592-1078 5)MW..CHPAACE.CC SR 5/BRICKELL AVE PROPOSED CONDITION DIAGRAM SR S / BRICKELL AVE FROM SE SE6 ST TO SR 90 / 8E6 ST FIGURE NO. 6 116,2010 90825 AN 1.�-eru es /ookrmo 0 44-55 for Brlekell from 8 S7 l0 5 S‘6408Wr4posef Fisuresb/r APPENDIX F: Growth Trend Analyses FDOT Historical Count Information and Growth Trend Analyses Growth Rate Calculations from 5-year and 10-year Historical Data Station Number Location Historical Growth 5-year Linear 5-year Exponential 10-year Linear 10-year Exponential 0550 SR 5/Brickell Avenue 200 feet South of Miami River Bridge 4.92% 4.59% 0.69% 0.68% 5042 SR 5/Brickell Avenue 200 feet South of SE 8th Street -1.10% -1.12% -1.02% -1.07% 5090 SR 90/SW 8th Street 200 feet West of Brickell Avenue 0.00% 0.00% -1.04% -1.09% 5091 SR 90/SW 7th Street 200 feet West of Brickell Avenue 1.68% 1.64% 2.94% 2.64% Total 1.38% 1.28% 0.39% 0.29% K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\growth rates\Growth Rate Comparison.xls Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 0550 - SR 5/US-1, 200' S MIAMI RIVER BRIDG Year AADT Direction 1 2011 36500 C N 17500 2010 36500 C N 18000 2009 31500 C N 15500 2008 31500 C N 16000 2007 31500 C N 16000 2006 28500 C N 14500 2005 34000 C N 16000 2004 34000 C N 17500 2003 31000 C N 14500 2002 35000 C N 17500 2001 36000 C N 17500 2000 39000 C N 18000 1999 32500 C N 15500 1998 39000 C N 18500 1997 27500 C N 13000 1996 27500 C N 13000 Direction 2 *K Factor S 19000 S 18500 S 16000 S 15500 S 15500 S 14000 S 18000 S 16500 S 16500 S 17500 S 18500 S 21000 S 17000 S 20500 S 14500 S 14500 D Factor T Factor 9.00 58.20 7.87 58.27 7.98 59.96 8.07 66.31 7.90 63.12 7.39 58.66 7.70 65.70 8.20 67.10 8.10 72.30 9.20 68.00 8.20 53.50 8.20 53.10 9.10 52.70 9.50 52.70 9.10 64.50 8.50 53.10 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values 3.90 4.30 4.90 3.70 3.50 8.00 5.50 4.90 3.40 4.30 3.00 3.20 4.90 3.30 2.30 2.90 70000 60000 • 50000 > 40000 c.) 4- L it • 30000 as a� 20000 a) 10000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 1,500 75.0% 4.92% 4.11% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31500 30500 2008 31500 32000 2009 31500 33500 2010 36500 35000 2011 36500 36500 2022 Opening Year Trend 2022 N/A 53000 2023 Mid -Year Trend 2023 N/A 54500 2024 Design Year Trend 2024 N/A 56000 TRANPLAN Forecasts/Trends *Axle -Adjusted 80000 70000 60000 U) E 50000 a) 40000 L as 30000 a) 20000 a) 10000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 75.0% 4.59% 4.51% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31500 30600 2008 31500 32000 2009 31500 33400 2010 36500 34900 2011 36500 36500 2022 Opening Year Trend 2022 N/A 59400 2023 Mid -Year Trend 2023 N/A 62000 2024 Design Year Trend 2024 N/A 64800 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 212 6.0% 0.69% 0.61 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 35000 32000 2003 31000 32300 2004 34000 32500 2005 34000 32700 2006 28500 32900 2007 31500 33100 2008 31500 33300 2009 31500 33500 2010 36500 33700 2011 36500 34000 2022 Opening Year Trend 2022 N/A 36300 2023 Mid -Year Trend 2023 N/A 36500 2024 Design Year Trend 2024 N/A 36700 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S Miami River Bridge = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 550 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 5.4% 0.68% 0.57% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 35000 32000 2003 31000 32200 2004 34000 32400 2005 34000 32600 2006 28500 32800 2007 31500 33000 2008 31500 33200 2009 31500 33400 2010 36500 33600 2011 36500 33800 2022 Opening Year Trend 2022 N/A 36200 2023 Mid -Year Trend 2023 N/A 36400 2024 Design Year Trend 2024 N/A 36600 TRANPLAN Forecasts/Trends *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 5042 - SR 5/US-1, 200' S SE 8 ST/SR 90/TAMIAMI TRL Year AADT Direction 1 2011 28000 C N 14000 2010 33000 C N 16000 2009 32500 C N 15500 2008 30500 C N 14500 2007 31000 C N 14000 2006 34500 C N 15500 2005 32500 C N 14500 2004 35500 C N 16500 2003 31000 C N 14000 2002 33000 C N 16000 2001 32500 C N 15000 2000 32000 C N 14500 1999 29000 C N 12500 1998 32500 C N 15000 1997 27500 C N 12500 1996 28000 C N 13000 Direction 2 *K Factor S 14000 S 17000 S 17000 S 16000 S 17000 S 19000 S 18000 S 19000 S 17000 S 17000 S 17500 S 17500 S 16500 S 17500 S 15000 S 15000 D Factor T Factor 9.00 58.20 2.00 7.87 58.27 2.00 7.98 59.96 1.70 8.07 66.31 1.90 7.90 63.12 1.80 7.39 58.66 12.00 7.70 65.70 4.40 8.20 67.10 4.40 8.10 72.30 4.40 9.20 68.00 3.00 8.20 53.50 5.20 8.20 53.10 3.00 9.10 52.70 3.30 8.10 52.70 3.30 9.10 64.50 2.30 8.50 53.10 2.90 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values 35000 30000 25000 > 20000 c.) 4- L it • 15000 as a� 10000 a) 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 Ho Observed Count -Fitted Curve County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: -350 7.9% - 1.10% - 1.14% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31000 31700 2008 30500 31400 2009 32500 31000 2010 33000 30700 2011 28000 30300 2022 Opening Year Trend 2022 N/A 26500 2023 Mid -Year Trend 2023 N/A 26100 2024 Design Year Trend 2024 N/A 25800 TRANPLAN Forecasts/Trends *Axle -Adjusted 35000 30000 m 0 25000 > 20000 c.) 4- L it • 15000 a� 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2007 2012 2017 2022 2025 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 9.3% - 1.12% - 1.26% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 31000 31700 2008 30500 31300 2009 32500 30900 2010 33000 30600 2011 28000 30200 2022 Opening Year Trend 2022 N/A 26300 2023 Mid -Year Trend 2023 N/A 26000 2024 Design Year Trend 2024 N/A 25700 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 = Observed Count Fitted Curve I County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: -336 22.8% - 1.02% - 1.08% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 33000 33700 2003 31000 33300 2004 35500 33000 2005 32500 32700 2006 34500 32300 2007 31000 32000 2008 30500 31600 2009 32500 31300 2010 33000 31000 2011 28000 30600 2022 Opening Year Trend 2022 N/A 26900 2023 Mid -Year Trend 2023 N/A 26600 2024 Design Year Trend 2024 N/A 26300 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 TRAFFIC TRENDS SR 5/ Brickell Drive -- 200' S SE 8th Street/SR 90 = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5042 SR 5/ Brickell Drive 2002 2007 2012 2017 2022 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 23.5% - 1.07% - 1.07% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 33000 33700 2003 31000 33300 2004 35500 33000 2005 32500 32600 2006 34500 32300 2007 31000 31900 2008 30500 31600 2009 32500 31200 2010 33000 30900 2011 28000 30600 2022 Opening Year Trend 2022 N/A 27100 2023 Mid -Year Trend 2023 N/A 26900 2024 Design Year Trend 2024 N/A 26600 TRANPLAN Forecasts/Trends *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 5090 - SR 90/US-41/SW 8 ST/ONE-WAY EB, 200' W SR 5/US-1 Year AADT Direction 1 Direction 2 *K Factor D Factor T Factor 2011 12500 C E 12500 0 9.00 99.90 6.10 2010 11000 C E 11000 0 7.87 99.99 8.30 2009 13000 C E 13000 0 7.98 99.99 4.70 2008 12000 C E 12000 0 8.07 99.99 5.90 2007 12000 C E 12000 0 7.90 99.99 6.40 2006 11000 C E 11000 0 7.39 99.99 9.50 2005 11500 C E 11500 B 7.70 99.90 5.50 2004 11000 C E 11000 B 8.20 99.90 7.00 2003 14500 C E 14500 B 8.10 99.90 4.30 2002 13000 C E 13000 B 9.20 99.90 4.50 2001 13500 C E 13500 B 8.20 99.90 6.50 2000 14500 C E 14500 B 8.20 99.90 4.80 1999 13500 C E 13500 B 9.10 99.90 5.30 1998 13000 C E 13000 B 9.30 99.90 5.20 1997 11000 C E 11000 B 9.10 99.90 7.60 1996 11000 C E 11000 B 8.50 99.90 8.40 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values 14000 12000 10000 > 8000 4- L it • 6000 a� 4000 a) 2000 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue 0 = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2007 2012 2017 2022 2025 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 0 0.0% 0.00% 0.00% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 12000 12100 2008 12000 12100 2009 13000 12100 2010 11000 12100 2011 12500 12100 2022 Opening Year Trend 2022 N/A 12100 2023 Mid -Year Trend 2023 N/A 12100 2024 Design Year Trend 2024 N/A 12100 TRANPLAN Forecasts/Trends *Axle -Adjusted 14000 12000 m 10000 > 8000 4- L it 6000 4000 2000 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue 0 = Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2007 2012 2017 2022 2025 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 0.0% 0.00% -0.06% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 12000 12100 2008 12000 12100 2009 13000 12100 2010 11000 12100 2011 12500 12100 2022 Opening Year Trend 2022 N/A 12000 2023 Mid -Year Trend 2023 N/A 12000 2024 Design Year Trend 2024 N/A 12000 TRANPLAN Forecasts/Trends *Axle -Adjusted 16000 14000 12000 E 10000 8000 as L 6000 a) 4000 a) 2000 0 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2002 2007 2012 2017 2022 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: -127 10.6% -1.04% -1.06% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 13500 12800 2003 14500 12600 2004 11000 12500 2005 11500 12400 2006 11000 12300 2007 12000 12100 2008 12000 12000 2009 13000 11900 2010 11000 11800 2011 12500 11600 2022 Opening Year Trend 2022 N/A 10200 2023 Mid -Year Trend 2023 N/A 10100 2024 Design Year Trend 2024 N/A 10000 TRANPLAN Forecasts/Trends *Axle -Adjusted 16000 14000 12000 U) E 10000 8000 as L 6000 a) 4000 a) 2000 0 TRAFFIC TRENDS SR 90/SW 8th Street -- 200' W Brickell Avenue o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5090 SR 90/SW 8th Street 2002 2007 2012 2017 2022 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 9.3% -1.09% -0.91% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 13500 12700 2003 14500 12600 2004 11000 12400 2005 11500 12300 2006 11000 12200 2007 12000 12100 2008 12000 12000 2009 13000 11900 2010 11000 11800 2011 12500 11600 2022 Opening Year Trend 2022 N/A 10500 2023 Mid -Year Trend 2023 N/A 10400 2024 Design Year Trend 2024 N/A 10300 TRANPLAN Forecasts/Trends *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2011 Historical AADT Report County: 87 - MIAMI-DADE Site: 5091 - SR 90/US-41/SW 7 ST/ONE-WAY WB, 200' W SR 5/US-1 Year AADT Direction 1 Direction 2 *K Factor D Factor T Factor 2011 13000 C W 13000 0 9.00 99.90 6.10 2010 12000 C W 12000 0 7.87 99.99 8.30 2009 12000 C W 12000 0 7.98 99.99 4.70 2008 13000 C W 13000 0 8.07 99.99 5.90 2007 11500 C W 11500 0 7.90 99.99 6.40 2006 11000 C W 11000 0 7.39 99.99 9.50 2005 11500 C W 11500 0 7.70 99.90 5.50 2004 11500 C W 11500 0 8.20 99.90 7.00 2003 10000 C W 10000 0 8.10 99.90 4.30 2002 9900 C W 9900 0 9.20 99.90 4.50 2001 10500 C W 10500 0 8.20 99.90 6.50 2000 10000 C W 10000 0 8.20 99.90 4.80 1999 9900 C W 9900 0 9.10 99.90 5.30 1998 8900 C W 8900 0 12.40 99.90 5.20 1997 8500 C W 8500 0 9.10 99.90 7.60 1996 9100 C W 9100 0 8.50 99.90 8.40 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown *K Factor: Starting with Year 2011 is StandardK, Prior years are K30 values 18000 16000 14000 12000 s d 10000 c.) 8000 p 6000 a) ns a) 4000 2000 0 TRAFFIC TRENDS SR 90/SW 7th Street -- 200' W Brickell Avenue o Observed Count Fitted Curve County: Station #: Highway: Miami -Dade 5091 SR 90/SW 7th Street 2007 2012 2017 2022 2025 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 200 22.2% 1.68% 1.57% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 11500 11900 2008 13000 12100 2009 12000 12300 2010 12000 12500 2011 13000 12700 2022 Opening Year Trend 2022 N/A 14900 2023 Mid -Year Trend 2023 N/A 15100 2024 Design Year Trend 2024 N/A 15300 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 18000 16000 14000 12000 10000 8000 6000 4000 2000 TRAFFIC TRENDS SR 90/SW 7th Street -- 200' W Brickell Avenue o Observed Count Fitted Curve 0 County: Station #: Highway: Miami -Dade 5091 SR 90/SW 7th Street 2007 2012 2017 2022 2025 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 23.0% 1.64% 1.64% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2007 11500 11900 2008 13000 12100 2009 12000 12300 2010 12000 12500 2011 13000 12700 2022 Opening Year Trend 2022 N/A 15200 2023 Mid -Year Trend 2023 N/A 15500 2024 Design Year Trend 2024 N/A 15700 TRANPLAN Forecasts/Trends *Axle -Adjusted Average Daily Traffic (Vehicles/Day) 18000 16000 14000 12000 10000 8000 6000 4000 2000 TRAFFIC TRENDS SR 90/SW 7th Street -- 200' W Brickell Avenue o Observed Count Fitted Curve 0 County: Station #: Highway: Miami -Dade 5091 SR 90/SW 7th Street 2002 2007 2012 2017 2022 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2011 to Design Year): Printed: 299 73.6% 2.94% 2.33% 24-Oct-12 Straight Line Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 9900 10200 2003 10000 10500 2004 11500 10800 2005 11500 11100 2006 11000 11400 2007 11500 11700 2008 13000 12000 2009 12000 12300 2010 12000 12600 2011 13000 12900 2022 Opening Year Trend 2022 N/A 16200 2023 Mid -Year Trend 2023 N/A 16500 2024 Design Year Trend 2024 N/A 16800 TRANPLAN Forecasts/Trends *Axle -Adjusted 20000 18000 16000 d 14000 0 d 12000 10000 L >, 8000 6000 4000 2000 TRAFFIC TRENDS SR 90/SW 7th Street -- 200' W Brickell Avenue :ticu> bserved Count 0 County: Station #: Highway: Miami -Dade 5091 SR 90/SW 7th Street 2002 2007 2012 2017 2022 Year Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2011 to Design Year): Printed: 74.0% 2.64% 2.68% 24-Oct-12 Exponential Growth Option Year Traffic (ADT/AADT) Count* I Trend** 2002 9900 10200 2003 10000 10500 2004 11500 10800 2005 11500 11000 2006 11000 11300 2007 11500 11600 2008 13000 12000 2009 12000 12300 2010 12000 12600 2011 13000 12900 2022 Opening Year Trend 2022 N/A 17300 2023 Mid -Year Trend 2023 N/A 17800 2024 Design Year Trend 2024 N/A 18200 TRANPLAN Forecasts/Trends *Axle -Adjusted Southeast Regional Planning Model (SERPM) Plots and Growth Analysis Growth Rate Calculations from 2005 and 2035 SERPM Plots Location Model Volumes (AADT) Growth Rate (%) 2005 2035 Diff 3rd Avenue 1,800 2,800 1,000 1.85% 2nd Avenue 4,500 8,300 3,800 2.81% 9,100 13,700 4,600 1.68% 13,900 21,800 7,900 1.89% 16,400 26,000 9,600 1.95% 16,400 26,000 9,600 1.95% 1st Avenue 6,900 14,700 7,800 3.77% 8,500 10,200 1,700 0.67% 2,900 11,100 8,200 9.43% Miami Avenue 8,600 13,300 4,700 1.82% 10,200 17,100 6,900 2.25% 8,500 16,200 7,700 3.02% 4,100 10,900 6,800 5.53% 9,600 28,100 18,500 6.42% 9,600 28,100 18,500 6.42% Brickell Avenue 21,200 28,500 7,300 1.15% 37,600 52,300 14,700 1.30% 47,500 64,100 16,600 1.16% 40,300 54,400 14,100 1.17% 40,300 54,300 14,000 1.16% 42,200 58,600 16,400 1.30% 4th Street 5,000 7,100 2,100 1.40% 12,500 18,500 6,000 1.60% 5th Street 2,600 6,100 3,500 4.49% 6,000 12,800 6,800 3.78% 7th Street 22,000 29,100 7,100 1.08% 20,200 26,400 6,200 1.02% 20,000 26,100 6,100 1.02% 20,400 26,600 6,200 1.01% 22,200 27,300 5,100 0.77% 19,600 26,500 6,900 1.17% 8th Street 24,500 31,800 7,300 0.99% 15,500 23,900 8,400 1.81% 11,700 17,100 5,400 1.54% 13,400 18,000 4,600 1.14% 13,100 17,700 4,600 1.17% Total 587,000 872,700 285,700 1.62% K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\growth rates\Growth Rate Comparison.xls 2005 SERPM Network - Model Volumes 600 2100 4900 12500 19700 22400 17300 20500 24800 28000 24500 % o 8000 8600 .. o 16800 15500 22200 125p0 2600 0 a 0 1900 19600 11700 14000 15300 13100 9100 00 NUM_LANES=1 NUM LAN ES=2 NUM LAN ES=3 NUM LAN ES=4 NUM LAN ES=5 NUM LAN ES>5 FTC1=50IIFTC2=51 Licensed to Kimley-Horn and Associates, Inc. 2035 SERPM 6.5 Network - Model Volumes 31800 23800 26700 17700 391p0 NUM_LANES=1 NUM_LANES=2 NUM_LANES=3 NUM_LANES=4 NUM_LANES=5 NUM LANES>5 FTC2=51-57 Licensed to Kimley-Horn and Associates, Inc. APPENDIX G: Vested Development Trip Information rn ..— (35%) LEGEND IN - XX% OUT - (XX%) _.�► - ONEWAY 00%) (35%) SE 7 ST (45%) (5%) SE 3 ST SE 5 S/ SE 4 ST N.T.S. SE 4 ST Ln N Q BISCAYNE BLVD 30% 40% Ln (25%) (20%) ui `n Q PROJECT SITE 35% — -- 45% --- SE8ST SOUTH MIAMI 30% 10% SE 6 ST tn ROJECT: 600 BRICKELL MUSP TRAFFIC IMPACT STUDY TITLE PROJECT VEHICULAR TRIP ASSIGNMENTS EXHIBIT No. 11 Page 19 SE 3 ST SOUTH MIAMI AVE SE 5 ST SE 4 ST BRICKELL AVE N.T.S. IN =190 OUT = 584 29 f--58 SE6ST 292 76 PROJECT SITE SE 7 ST ,r 146 k- 58 SE 8 ST dP PROJECT: 600 BRICKELL MUSP TRAFFIC IMPACT STUDY TITLE: PROJECT PM PEAK HOUR VEHICULAR VOLUMES' EXHIBIT No. 13 Page 22 ,t•Li) Lo 1,J tfLsi FLa t---? '71) r 4 3 it I 14-Fit-17X/15 SE Bih Street • 20X/35.---0•• SE 10th Street 11=117—* ner.fie 2 7X/12-11w 20%/35—* SW 13th Street 157t/EI-11' LEGEND worvrxwrki- PIM DPSIRIBUTICOOMEW ASSIGNVENTAPASS—BY ASSIONIENTs- XXX INPG4 PERsotil IMP 1:11571•3U110 ASSIGNMENT (itimaranes) 4 20,07 10x/8 SI TE SE 12th Street SE 12th Terrace 27X t14/80 3AX OUT/3s. V k kn :41 27 413—is 4) t a] gi FIGURE 4 ,‹.. a TRIP DISTRIBUTION R AND ASSIGNMENT Prilitilr 1 • lefil*Horn bikini! I and Mattes !no, _Li The Beacon - MUSP Figure 4: PM Peak Site Traffic. Traffic impact Study 7`. R.ICHARD GARCIA & ASSOCIATES, 1NC. 10 Site Traffic The peak hour trips from Table 8 have been assigned to the adjacent intersections. Figure 5 depict the site traffic assignments to the surrounding intersections, respectively. Figure 5: PM Peak Site Traffic SESST SE10ST 888 Brickell MUSP 17 • • • • SW 7th St SW 8th St SW Rh St A3 c t1f SW131hSt SE 4th St 2 37/31 = AM/PM PEAK HOUR PROJECT TRAFFIC FIGURE 7 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEDT, P.E. PREMIERE TOWERS June 22, 2004 Page 28 • • SOUTH MIAMI AVE SE 5 ST Lc.° 30 /0 /0 BRICKELL AVE SE 6 ST N.T.S. IN = 37 OUT = 26 PROJECT, BRICKELL STATION MUSP TITLE: PROJECT PM PEAK HOUR VEHICULAR VOLUMES EXHIBIT No. • 13 Page 23 • • b 5 Figure fIU fE Af OF1 TRAFFIG ASSIGNMENT" PERGEN ' 1 NGRESS Ugtssd moil III ;uaaiad :pia 6 5;gnw zea 0 Stop Control lea 5 " !j 6 I TE Analyzed Corridors Figure f 90 f Al V Tf2AFF1G ASSIGNMENT 19 KGENT >;GKE55 no luaaam :wuauuuSIssy In #VALUE! Out #VALUE! NOT TO SCALE SW 7th Street 6 4r 9 SW 8th Street 1st Avenue - 148 SW 7th Street 14 322y Kim fey-Hom Pr and Associates, Inc. 2011 323- Q a N to 322 y SW 4th Street H64 r 76 (to EB SE 4th S L13 tr Driveway # 7 0- H 403 109 51 988 125 - 122 ht t SE 4th Street (EB) Right -out only Driveway co 4 SW 9th Street 33 54 — tr H r tir CO CO - 125 r 41 h 4 422 — > 0 Ldd - Study Roadway 0 Study Intersection 0 Project Driveways 1.094 Project Person -Trips 453 Project Trips SW 5th Street 1 Hotel SW 6th Street > > 0 150 20 •+ i 107 J1 14 ht L .42 459 mit 25 — 20 10 y Y t Figure 9 Project Trip Assignment A.M. Peak Hour Brickell CitiCentre NOT TO SCALE SW 7th Street 249 r 284 SW 8th Street 533 •1 1 1st Avenue SW 7th Street 14 369 Kim fey-Hom Pr and Associates, Inc. 2011 369 - N N 369 y SW 4th Street 599 r 136 41 tr L Driveway # 7 t 1,156 co S. 321 456 ht 1 SE 4th Street (EB) Right -out only Driveway H 25 - co 4 287 4244 361 - 233 — 1,322 y SW 9th Street tr tir 457 r 49 64 4 119 — Driveway # 5 SW 5th Street Ldd Study Roadway Study Intersection OProject Driveways 1,694 Project Person -Trips 453 Project Trips 1 Hotel SW 6th Street - 139 � h C 0 CO CD CO > 14 ht L41 74 mit 95 — 149 5 12 7 Y t Figure 10 Project Trip Assignment P.M. Peak Hour Brickell CitiCentre APPENDIX H: Trip Generation Calculations TRIP GENERATION AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES INTERNAL CAPTURE(I) EXTERNAL PROJECT TRIPS 10% MULTIMODAL REDUCTION FACTOR NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out 1 High -Rise Residential Condominium/Townhouse 8 232 350 du 19% 81 % 25 105 130 20.0% 26 12 92 104 10.0% 10 7 87 94 2 Shopping Center 8 820 120 ksf 61 % 39% 105 67 172 40.0% 68 71 33 104 10.0% 10 66 28 94 3 4 5 6 7 8 9 10 11 12 Total: 130 172 302 31.1 % 94 83 125 208 9.6% 20 73 115 188 Note: (t) Internal Capture Rates Consistent with values used in Brickell CitiCentre PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION DRIVEWAY VOLUMES INTERNAL CAPTURE(1) EXTERNAL PROJECT TRIPS 10% MULTIMODAL REDUCTION FACTOR NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out 1 High -Rise Residential Condominium/Townhouse 8 232 350 du 62% 38% 83 51 134 55.0% 74 46 14 60 10.0% 6 43 11 54 2 Shopping Center 8 820 120 ksf 49% 51 % 352 367 719 20.0% 144 280 295 575 10.0% 58 251 266 517 3 4 5 6 7 8 9 10 11 12 Total: 435 418 853 25.6% 218 326 309 635 10.1 % 64 294 277 571 Note: (t) Internal Capture Rates Consistent with values used in Brickell CitiCentre K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\trip gen\tripgen - BCC North2 - 2018 with credit.xlsx: PRINT DAY -with 2 PEAKS 10/29/2012,9:29 AM PROPOSED AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS INTERNAL CAPTURE(1) EXTERNAL TRIPS 10 % MULTIMODAL REDUCTION FACTOR NET NEW PROJECT TRIPS Land Use ITE ITE ITE Edition Code Scale Units Percent In Out In Out Total IC Percent Trips In Out Total Percent Trips In Out Total 1 High -Rise Residential Condominium/T 8 232 350 du 19% 81% 25 105 130 20.0% 26 12 92 104 10.0% 10 7 87 94 2 Shopping Center 8 820 120 ksf 61% 39% 105 67 172 40.0% 68 71 33 104 10.0% 10 66 28 94 3 4 5 6 7 8 9 10 11 12 ITE Code Equation 232 Y=0.29*(X)+28.86 820 LN(Y) = 0.59*LN(X)+2.32 Net New Development 16% VOF Reduction Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) Note: (1) Internal Capture Rates Consistent with values used in Brickell CitiCentre 130 172 302 31.1% 94 83 125 208 10.0% 20 73 115 188 12 18 30 61 97 158 85 136 221 PROPOSED PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS !DISTRIBUTION! PROJES CTS TRIPS I CAPTURELI I EXTERNAL PROJECT TRIPS I REDUCTIONIMODAL NET NEW FACTOR I PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out In Out Total Percent IC Trips In Out Total Percent Trips In Out Total 1 High -Rise Residential Condominium/T 8 232 350 du 62% 38% 83 51 134 55.0% 74 46 14 60 10.0% 6 43 11 54 2 Shopping Center 8 820 120 ksf 49% 51% 352 367 719 20.0% 144 280 295 575 10.0% 58 251 266 517 3 4 5 6 7 8 9 10 11 12 ITE Code Equation 232 Y=0.34*(X)+15.47 820 LN(Y) = 0.67*LN(X)+3.37 Net New Development 16% VOF Reduction Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) Note: (1) Internal Capture Rates Consistent with values used in Brickell CitiCentre 435 418 853 25.6% 218 326 309 635 10.0% 64 294 277 571 47 44 91 247 233 480 346 326 672 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\trip gen\tripgen - BCC North2 - 2018 with credit.xlsx: PRINT -PEAK HOUR 10/29/2012,9:30 AM APPENDIX I: Brickell CitiCentre and Cardinal Trip Distributions NOT TO SCALE SW 7th Street (24%) (45%) SW 8th Street 45% SW 3rd Avenue Kim key -Horn and Associates, Inc, 22011 J1 SW 7th Street 1st Avenue SW 4th Street (, 9,1 1333 14 T1Right-out only Driveway Driveway # 7 3 d v 2 it 45% N 45% — SW 2nd Avenue 62 0 0 13%4 E to 6]% - (1%) 6,% N SW 9th Street 0 (4%) ,% (20%) 6% (66%) tr ta ta H SE 4th Street (EB) r tir Leae rid Study Roadway 0 Study Intersection • Project Driveways 00 % Entering Project Distribution (00%) Exiting Project Distribution SW 5th Street 1 (6%) , SW 6th Street 18% (3%) J1 J1 14 Hotel H N ht L 5% t Figure 7 Project Trip Distribution A.M. Peak Hour Brickell CitiCentre NOT TO SCALE SW 7th Street 0 (21%) • (24%) SW 8th Street 1st Avenue (45%) 45% SW 3rd Avenue Kim key -Horn and Associates. Inc, 45% - SW 2nd Avenue SW 7th Street 14 45% — SW 4th Street (43%) 5% (8%) 5% TJRight-out only Driveway Driveway # 7 E m rn 0 w H 3, - t 5% (23%) H 5% (35%) 01 SE 4th Street (EB) r tir 35% 4 (22%) 20%., 1 r 20% 4 s% , 44% (3%) 24% m h (3%) 9% (8%) — SW 9th Street Leae rid - Study Roadway 0 Study Intersection • Project Driveways 00 % Entering Project Distribution (00%) Exiting Project Distribution SW 5th Street 1 (3%) 4 SW 6th Street 13% O 0 a) 0 J1 Hotel ht 1 4 L 5% 0 (12%) _, t Figure 8 Project Trip Distribution P.M. Peak Hour Brickell CitiCentre PERCENT 13.09 7.93 3.43 5.42 11.36 20.72 19.23 18.82 545 3245 TRIPS 134 78 53 65 101 171 173 153 928 PERCENT 14.44 8.41 5.71 7 10.88 18.43 18.64 16.49 546 3246 TRIPS 684 414 271 223 459 799 743 778 4,371 PERCENT 15.65 9.47 6.2 5.1 10.5 18.28 17 17.8 547 3247 TRIPS 36 26 14 17 31 54 49 46 273 PERCENT 13.19 9.52 5.13 6.23 11.36 19.78 17.95 16.85 548 3248 TRIPS 690 418 137 249 450 1001 894 957 4,796 PERCENT 14.39 8.72 2.86 5.19 9.38 20.87 18.64 19.95 549 3249 TRIPS 766 348 138 238 477 1184 983 1098 5,232 PERCENT 14.64 6.65 2.64 4.55 9.12 22.63 18.79 20.99 550 3250 TRIPS 140 91 74 76 102 257 268 219 1,227 PERCENT 11.41 7.42 6.03 6.19 8.31 20.95 21.84 17.85 551 3251 TRIPS 258 115 58 91 226 490 422 393 2,053 PERCENT 12.57 5.6 2.83 4.43 11.01 23.87 20.56 19.14 552 3252 TRIPS 210 99 46 74 160 338 321 323 1,571 PERCENT 13.37 6.3 2.93 4.71 10.18 21.51 20.43 20.56 553 3253 TRIPS 319 169 55 79 237 495 463 513 2,330 PERCENT 13.69 7.25 2.36 3.39 10.17 21.24 19.87 22.02 554 3254 TRIPS 786 318 111 106 689 1465 1411 1333 6,219 PERCENT 12.64 5.11 1.78 1.7 11.08 23.56 22.69 21.43 555 3255 TRIPS 1227 792 157 245 1320 3173 3640 3306 13,860 PERCENT 8.85 5.71 1.13 1.77 9.52 22.89 26.26 23.85 556 3256 TRIPS 990 460 71 74 728 1495 1357 1703 6,878 PERCENT 14.39 6.69 1.03 1.08 10.58 21.74 19.73 24.76 557 3257 TRIPS 458 248 179 183 270 636 839 642 3,455 PERCENT 13.26 7.18 5.18 5.3 7.81 18.41 24.28 18.58 558 3258 TRIPS 177 115 23 65 86 238 221 224 1,149 PERCENT 15.4 10.01 2 5.66 7.48 20.71 19.23 19.5 559 3259 TRIPS 0 0 0 0 0 0 0 0 - PERCENT 0 0 0 0 0 0 0 0 560 3260 TRIPS 61 42 18 21 37 61 58 58 356 PERCENT 17.13 11.8 5.06 5.9 10.39 17.13 16.29 16.29 561 3261 TRIPS 171 125 41 81 92 204 189 206 1,109 PERCENT 15.42 11.27 3.7 7.3 8.3 18.39 17.04 18.58 562 3262 TRIPS 0 1 2 1 2 5 5 0 16 PERCENT 0 6.25 12.5 6.25 12.5 31.25 31.25 0 563 3263 TRIPS 576 505 343 212 272 464 511 790 3,673 PERCENT 15.68 13.75 9.34 5.77 7.41 12.63 13.91 21.51 564 3264 TRIPS 859 1200 528 201 394 1002 976 1452 6,612 PERCENT 12.99 18.15 7.99 3.04 5.96 15.15 14.76 21.96 565 3265 TRIPS 2437 2199 709 477 1108 2433 2961 3423 15,747 PERCENT 15.48 13.96 4.5 3.03 7.04 15.45 18.8 21.74 566 3266 TRIPS 13 8 5 4 6 9 7 8 60 PERCENT 21.67 13.33 8.33 6.67 10 15 11.67 13.33 567 3267 TRIPS 148 76 20 55 77 197 269 182 1,024 PFRCFNT 14 45 7 47 1 95 5 37 759 1994 9697 1777 568 3268 TRIPS 1762 668 121 218 871 2542 2888 2794 11,864 PERCENT 14.85 5.63 1.02 1.84 7.34 21.43 24.34 23.55 569 3269 IKIYS bLU 3UI 12 // ill I/Z3I I/bL li391 6,23I5 PERCENT 9.1 4.42 0.18 1.13 5.44 26.13 25.85 27.75 570 3270 TRIPS 1578 599 20 173 347 1804 2139 2251 8,911 PERCENT 17.71 6.72 0.22 1.94 3.89 20.24 24 25.26 571 3271 TRIPS 3799 1122 206 493 1044 4305 4163 4698 19,830 PERCENT 19.16 5.66 1.04 2.49 5.26 21.71 20.99 23.69 572 3272 TRIPS 1234 425 181 157 467 1235 1224 1437 6,360 PERCENT 19.4 6.68 2.85 2.47 7.34 19.42 19.25 22.59 573 3273 TRIPS 1456 920 119 189 462 1106 1351 1445 7,048 PERCENT 20.66 13.05 1.69 2.68 6.56 15.69 19.17 20.5 574 3274 TRIPS 987 1017 354 186 420 949 888 1085 5,886 PERCENT 16.77 17.28 6.01 3.16 7.14 16.12 15.09 18.43 575 3275 TRIPS 1231 755 147 155 360 839 1065 1113 5,665 PERCENT 21.73 13.33 2.59 2.74 6.35 14.81 18.8 19.65 576 3276 TRIPS 2244 986 150 80 351 1087 1277 2028 8,203 PERCENT 27.36 12.02 1.83 0.98 4.28 13.25 15.57 24.72 577 3277 TRIPS 1939 550 4 162 225 1607 1419 1647 7,553 PERCENT 25.67 7.28 0.05 2.14 2.98 21.28 18.79 21.81 578 3278 TRIPS 591 181 25 71 37 523 570 480 2,478 B-17 APPENDIX J: Volume Development Worksheets 2012 Existing Conditions Volume Development TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and SW 1st Avenue COUNT DATE: March 24, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.96 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 122 759 591 294 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 122 759 591 294 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 2 12 10 5 NON -PROJECT TRAFFIC 124 771 601 299 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 124 771 601 299 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Miami Avenue COUNT DATE: March 24, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 639 72 274 515 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 639 72 274 515 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 10 1 4 8 NON -PROJECT TRAFFIC 649 73 278 523 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 649 73 278 523 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Brickell Avenue COUNT DATE: May 11, 2010 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.93 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 4 38 42 352 1,246 244 196 1,095 158 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 4 38 42 352 1,246 244 196 1,095 158 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH o 1 1 11 41 8 6 36 5 NON -PROJECT TRAFFIC 4 39 43 363 1,287 252 202 1,131 163 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 4 39 43 363 1,287 252 202 1,131 163 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 5th Street COUNT DATE: May 11, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR* WBU WBL* WBT* WBR NBU NBL* NBT NBR* SBU SBL SBT SBR Raw Turning Movements Peak Season Correction Factor 1.000 1.000 1.000 10 1.000 1.000 99 1.000 29 1.000 1.000 1.000 21 1.000 1.000 48 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS I I I I 10 I I 99 29 21 48 I I I "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 0 Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 Note: * Existing turning movement volumes not available due to construction in the vicinity, therefore turning movement volumes were calculatedd based on existing turning movement volumes at adjacent intersections. Please see turning movement volume figure attached. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 6th Street COUNT DATE: May 11, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.92 "EXISTING TRAFFIC" EBU EBL* EBT* EBR WBU WBL WBT* WBR* NBU NBL NBT NBR SBU SBL* SBT SBR* Raw Turning Movements Peak Season Correction Factor 1.000 61 1.000 72 1.000 1.000 1.000 1.000 26 1.000 8 1.000 1.000 1.000 1.000 1.000 1.000 5 1.000 1.000 104 1.000 EXISTING CONDITIONS 61 I 72 I I I 26 8 5 I 104 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 1 0 0 0 2 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 Note: * Existing turning movement volumes not available due to construction in the vicinity, therefore turning movement volumes were calculatedd based on existing turning movement volumes at adjacent intersections. Please see turning movement volume figure attached. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Brickell Avenue and SE 5th Street COUNT DATE: May 11, 2010 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 62 6 90 47 8 55 95 953 59 69 1,339 90 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 62 6 90 47 8 55 95 953 59 69 1,339 90 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 2 0 3 2 0 2 3 31 2 2 44 3 NON -PROJECT TRAFFIC 64 6 93 49 8 57 98 984 61 71 1,383 93 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 64 6 93 49 8 57 98 984 61 71 1,383 93 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Brickell Avenue and SE 6th Street COUNT DATE: May 11, 2010 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.93 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 25 117 1,132 1,444 23 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 25 117 1,132 1,444 23 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 4 37 47 1 NON -PROJECT TRAFFIC 26 121 1,169 1,491 24 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 TOTAL TRAFFIC 26 121 1,169 1,491 24 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and SW 1st Avenue COUNT DATE: March 24, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 1,747 477 201 449 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 1,747 477 201 449 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 28 8 3 7 NON -PROJECT TRAFFIC 1,775 485 204 456 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 1,775 485 204 456 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Miami Avenue COUNT DATE: March 24, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 223 1,586 578 67 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 223 1,586 578 67 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 4 26 9 1 NON -PROJECT TRAFFIC 227 1,612 587 68 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 227 1,612 587 68 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Plaza COUNT DATE: April 26, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 1,397 261 68 4 4 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 1,397 261 68 4 4 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 23 4 1 0 0 NON -PROJECT TRAFFIC 1,420 265 69 4 4 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 TOTAL TRAFFIC 1,420 265 69 4 4 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Avenue COUNT DATE: May 11, 2010 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 508 672 210 222 521 808 222 329 778 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 508 672 210 222 521 808 222 329 778 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 17 22 7 7 17 26 7 11 25 NON -PROJECT TRAFFIC 525 694 217 229 538 834 229 340 803 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 525 694 217 229 538 834 229 340 803 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: S Miami Avenue and S 6th Street COUNT DATE: March 24, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.9 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 2 128 465 132 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 2 128 465 132 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH o 0 0 2 8 2 NON -PROJECT TRAFFIC 2 130 473 134 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 TOTAL TRAFFIC 2 130 473 134 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 5th Street and Residential Driveway COUNT DATE: May 11, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT* EBR WBU WBL WBT* WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 10 50 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 10 50 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH o 1 NON -PROJECT TRAFFIC 10 51 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 TOTAL TRAFFIC 10 51 Note: * Eastbound and westbound traffic calculated based on traffic approaching from and departing to the adjacent intersections. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 6th Street and Retail Driveway COUNT DATE: Mayll, 2011 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.92 "EXISTING TRAFFIC" EBU EBL EBT* EBR WBU WBL WBT* WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 133 130 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 133 130 "BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 2 2 NON -PROJECT TRAFFIC "PROJECT DISTRIBUTION" LAND USE TYPE 135 132 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 TOTAL TRAFFIC 135 132 Note: * Eastbound and westbound traffic calculated based on traffic approaching from and departing to the adjacent intersections. „I Kim ley -Horn and Associates, Inc. Sheet No. of Job '6 ce4u Ct-Tt C ErJ t C Subject 7-011 _xis-r r rC: -rea. Job No. Designed by IA It Date \\ -1- t z Checked by Date Tr\C.`s Air SG `tiK km/ SG. S7” sT FOD V P6rJ S t s^-+. adG C0,1 1 j0 - Scttt LL AVE ,� X G •rm S-t' LL Aye JSew Ci ¢.T Atn, Pap - t-kcav 5-7" s-r /u& / 5G t-77z 2t ckci Ar."yQv •'W' 00. '3,11 e, -. 5" ! +11 — 8 zoa e-- c--1'\ g'r S Mu1Ki AUa rM wlFM F/'i 104 B Lo 31A ar, a 11nsa %.f . •j a lZ,.,1 3Ekss I1,3 J 7�. 2.4 T r er co i5 One of FORTUNE's 100 Best Companies to Work For TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and SW 1st Avenue COUNT DATE: March 24, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.96 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 197 1,048 626 277 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 197 1,048 626 277 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 3 17 10 4 NON -PROJECT TRAFFIC 200 1,065 636 281 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 200 1,065 636 281 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Miami Avenue COUNT DATE: March 24, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.95 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 979 109 408 493 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 979 109 408 493 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 16 2 7 8 NON -PROJECT TRAFFIC 995 111 415 501 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 995 111 415 501 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Brickell Avenue COUNT DATE: May 11, 2010 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 64 220 95 494 1,139 11 22 1,217 349 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 64 220 95 494 1,139 11 22 1,217 349 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 2 7 3 16 37 0 1 40 11 NON -PROJECT TRAFFIC 66 227 98 510 1,176 11 23 1,257 360 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 66 227 98 510 1,176 11 23 1,257 360 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 5th Street COUNT DATE: May 11, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR* WBU WBL* WBT* WBR NBU NBL* NBT NBR* SBU SBL SBT SBR Raw Turning Movements Peak Season Correction Factor 1.000 1.000 1.000 5 1.000 1.000 110 1.000 19 1.000 1.000 1.000 19 1.000 1.000 45 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS I I I I 5 110 I 19 I 119 I I 45 I I I "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 0 Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 Note: * Existing turning movement volumes not available due to construction in the vicinity, therefore turning movement volumes were calculatedd based on existing turning movement volumes at adjacent intersections. Please see turning movement volume figure attached. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 6th Street COUNT DATE: May 11, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL* EBT* EBR WBU WBL WBT* WBR* NBU NBL NBT NBR SBU SBL* SBT SBR* Raw Turning Movements Peak Season Correction Factor 1.000 47 1.000 55 1.000 1.000 1.000 1.000 28 1.000 17 1.000 1.000 1.000 1.000 1.000 1.000 2 1.000 1.000 113 1.000 EXISTING CONDITIONS I I 47 55 I I I 28 I 17 2 I 113 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 1 0 0 0 2 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 Note: * Existing turning movement volumes not available due to construction in the vicinity, therefore turning movement volumes were calculatedd based on existing turning movement volumes at adjacent intersections. Please see turning movement volume figure attached. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Brickell Avenue and SE 5th Street COUNT DATE: May 11, 2010 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 54 2 75 64 15 46 51 1,056 55 72 1,358 140 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 54 2 75 64 15 46 51 1,056 55 72 1,358 140 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 2 0 2 2 0 2 2 34 2 2 44 5 NON -PROJECT TRAFFIC 56 2 77 66 15 48 53 1,090 57 74 1,402 145 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 56 2 77 66 15 48 53 1,090 57 74 1,402 145 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Brickell Avenue and SE 6th Street COUNT DATE: May 11, 2010 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 8 31 106 1,094 1,431 40 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 8 31 106 1,094 1,431 40 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 0 1 3 36 47 1 NON -PROJECT TRAFFIC 8 32 109 1,130 1,478 41 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 TOTAL TRAFFIC 8 32 109 1,130 1,478 41 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and SW 1st Avenue COUNT DATE: March 24, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.93 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 1,011 330 134 690 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 1,011 330 134 690 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 16 5 2 11 NON -PROJECT TRAFFIC 1,027 335 136 701 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 1,027 335 136 701 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Miami Avenue COUNT DATE: March 24, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 277 921 664 49 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 277 921 664 49 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 4 15 11 1 NON -PROJECT TRAFFIC 281 936 675 50 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 TOTAL TRAFFIC 281 936 675 50 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Plaza COUNT DATE: April 26, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.85 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 731 185 95 36 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 731 185 95 36 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 12 3 2 0 1 NON -PROJECT TRAFFIC 743 188 97 37 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 TOTAL TRAFFIC 743 188 97 37 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Avenue COUNT DATE: May 11, 2010 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 249 427 188 265 494 877 182 298 1,015 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 249 427 188 265 494 877 182 298 1,015 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 8 14 6 9 16 29 6 10 33 NON -PROJECT TRAFFIC 257 441 194 274 510 906 188 308 1,048 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 0 0 TOTAL TRAFFIC 257 441 194 274 510 906 188 308 1,048 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: S Miami Avenue and S 6th Street COUNT DATE: March 24, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 3 2 139 555 102 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 3 2 139 555 102 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH o 0 2 0 9 2 NON -PROJECT TRAFFIC 3 2 141 564 104 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 TOTAL TRAFFIC 3 2 141 564 104 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 5th Street and Residential Driveway COUNT DATE: May 11, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT" EBR WBU WBL WBT" WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements Peak Season Correction Factor 1.000 1.000 5 1.000 1.000 1.000 1.000 38 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 5 38 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 0 1 NON -PROJECT TRAFFIC 5 39 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 TOTAL TRAFFIC 5 39 Note : " Eastbound and westbound traffic calculated based on traffic approaching from and departing to the adjacent intersections. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 6th Street and Retail Driveway COUNT DATE: Mayll, 2011 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT* EBR WBU WBL WBT* WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 102 141 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 102 141 "BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 Years To Buildout 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 2 2 NON -PROJECT TRAFFIC "PROJECT DISTRIBUTION" LAND USE TYPE 104 143 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 TOTAL TRAFFIC 104 143 Note : * Eastbound and westbound traffic calculated based on traffic approaching from and departing to the adjacent intersections. rl Kimley-Horn and Associates, Inc, Sheet No. of Job geac'CELL T1 CC.414-C Subject xo.1 l;'ve.s-r ,ate � �, F F 1 C- Job No. Designed by pate Va-. Checked by Date i MC2, py-r Se. 1 bi 4.J6 1 5e 611f t-r • $Ase.0 6N (Gw,71 NG Cw01-s • aINLk& 0.�E I5E- 57"" Sz 6aiL LL Av . ( 5E c.r'- ,r ▪ M1AN;1 AQ6 /SE (p" S-r fiatl 4 56 1 T AN1C ` 56 LYE s-r- I.P. 9nroa .Cc PM, 4E\Ou2 :s,tom jR.ErR,- `L A -I I L E-ii4 4� 113 B02 4— ?sq. I-- 13g 2-8 rR 75 5 L Cr- co -8-- 56. r ti Iwo IS — a- j rel + - 141 3n + J {ierz i k t [rwe+ u•45.4 SC 5.1 ar AeSr+nb` 4d� of 9)..-1. we II L .6 +,-)C-w N 6t- Q SC ILA A4c1 SG 51-6 )r 'cc A-ccC0. 4a.4 Ser to" $7 ►r.�L i FAO c7 - raati voters ukyr4. 4..e70 -4 55 33 r One of FORTUNE's 100 Best Companies to Work For 2018 Background and Total Traffic Conditions Volume Development TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and SW 1st Avenue COUNT DATE: March 24, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.96 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 124 771 601 299 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 124 771 601 299 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers 9 25 58 Brickell CitiCentre 8 76 63 69 243 16 TOTAL "VESTED" TRAFFIC 8 85 88 69 301 16 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 13 78 61 30 NON -PROJECT TRAFFIC 8 222 937 69 963 345 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 11.0% 2.0% 11.0% 5.0% 34.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 2 11 12 33 TOTAL PROJECT TRAFFIC 0 2 11 0 12 33 TOTAL TRAFFIC 8 224 948 69 975 378 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Miami Avenue COUNT DATE: March 24, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 649 73 278 523 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 649 73 278 523 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers 9 25 56 Brickell CitiCentre 122 125 25 33 TOTAL "VESTED" TRAFFIC 131 125 50 89 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 66 7 28 53 NON -PROJECT TRAFFIC 846 205 356 665 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 63.0% 13.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 13 38 TOTAL PROJECT TRAFFIC 13 0 0 38 TOTAL TRAFFIC 859 205 356 703 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Brickell Avenue COUNT DATE: May 11, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.93 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 4 39 43 363 1,287 252 202 1,131 163 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 4 40 44 370 1,313 257 206 1,154 166 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers 8 9 Brickell CitiCentre 50 20 10 100 122 759 TOTAL "VESTED" TRAFFIC 122 759 0 50 28 0 0 10 109 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 0 4 4 37 133 26 21 117 17 NON -PROJECT TRAFFIC 126 803 48 457 1,474 283 227 1,281 292 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4.0% 4.0% 13.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 3 4 13 TOTAL PROJECT TRAFFIC 0 0 0 0 3 0 0 4 13 TOTAL TRAFFIC 126 803 48 457 1,477 283 227 1,285 305 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 5th Street COUNT DATE: May 11, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 10 101 29 21 49 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 10 103 30 21 50 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 10 3 2 5 NON -PROJECT TRAFFIC 11 113 33 39 75 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 12.0% 3.0% 3.0% 6.0% 23.0% 18.0% 5.0% 5.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 23 24 2 2 8 4 TOTAL PROJECT TRAFFIC 23 24 2 2 8 4 TOTAL TRAFFIC 23 35 115 35 47 79 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 6th Street COUNT DATE: May 11, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.92 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 62 73 26 8 5 106 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 63 74 27 8 5 108 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 6 7 3 1 1 11 NON -PROJECT TRAFFIC 105 91 30 9 6 119 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 6.0% 18.0% 15.0% 10.0% 9.0% 18.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 12 9 11 26 TOTAL PROJECT TRAFFIC 12 9 11 0 0 26 TOTAL TRAFFIC 117 100 41 9 6 145 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Brickell Avenue and SE 5th Street COUNT DATE: May 11, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 64 6 93 49 8 57 98 984 61 71 1,383 93 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 65 6 95 50 8 58 100 1,004 62 72 1,411 95 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers 8 9 Brickell CitiCentre 20 20 100 TOTAL "VESTED" TRAFFIC 20 0 0 0 0 0 0 28 0 0 109 0 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 7 1 10 5 1 6 10 102 6 7 143 10 NON -PROJECT TRAFFIC 92* 7 105 55 9 64 245* 1,134 68 79 1,663 105 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4.0% 18.0% 2.0% 20.0% 8.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 19 8 3 11 TOTAL PROJECT TRAFFIC 19 0 8 0 0 0 3 0 0 0 11 1 TOTAL TRAFFIC 111 7 113 55 9 64 248 1,134 68 79 1,674 106 Note: * Includes re-routed traffic from SE 6th Street INTERSECTION: COUNT DATE: TIME PERIOD: PEAK HOUR FACTOR: "EXISTING TRAFFIC" Raw Turning Movements Peak Season Correction Factor TRAFFIC VOLUMES AT STUDY INTERSECTIONS Brickell Avenue and SE 6th Street May 11, 2012 AM Period 0.93 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 26 121 1,169 1,491 24 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS I I I I 27 I I I I I 123 11,192 I I I 1,521 I 24 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers Brickell CitiCentre TOTAL "VESTED" TRAFFIC 8 ___ 9 IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII, 10 IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII, 20 IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIII, 100 IIIIIIIIIIIIIIIIIII, ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- --- 10 __--- 0 28 _-- 09 0 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 3 12 121 154 2 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4.0% 18.0% 9.0% 8.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 9 3 8 11 0 9 0 3 8 11 Note: * NBL traffic re-routed through SE 5th Street. Traffic was removed from NBL and added to NBT. " EBL traffic re-routed through SE 5th Street. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and SW 1st Avenue COUNT DATE: March 24, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 1,775 485 204 456 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 1,775 485 204 456 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers Brickell CitiCentre TOTAL "VESTED" TRAFFIC 26 67 377 293 26 377 26 293 93 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 180 49 21 46 NON -PROJECT TRAFFIC 2,332 560 518 595 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 45.0% 11.0% 7.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 27 7 7 TOTAL PROJECT TRAFFIC 27 0 7 7 TOTAL TRAFFIC 2,359 560 525 602 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Miami Avenue COUNT DATE: March 24, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 227 1,612 587 68 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 227 1,612 587 68 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers Brickell CitiCentre TOTAL "VESTED" TRAFFIC 8 33 564 25 42 33 564 06 50 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 23 163 59 7 NON -PROJECT TRAFFIC 283 2,339 752 125 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 56.0% 7.0% Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 34 4 TOTAL PROJECT TRAFFIC 34 0 4 0 TOTAL TRAFFIC 317 2,339 756 125 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Plaza COUNT DATE: April 26, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 1,420 265 69 4 4 Peak Season Correction Factor 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 1.010 EXISTING CONDITIONS 1,434 268 70 4 4 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers Brickell CitiCentre TOTAL "VESTED" TRAFFIC 8 469 26 4 469 34 0 0 4 0 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 145 27 7 0 0 NON -PROJECT TRAFFIC 469 1,613 295 77 8 4 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 TOTAL TRAFFIC 469 1,613 295 77 8 4 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Avenue COUNT DATE: May 11, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 525 694 217 229 538 834 229 340 803 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 536 708 221 234 549 851 234 347 819 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Premiere Towers 8 Brickell CitiCentre 20 10 42 8 7 3 TOTAL "VESTED" TRAFFIC 28 10 0 0 42 8 0 7 3 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 54 72 22 24 56 86 24 35 83 NON -PROJECT TRAFFIC 618 790 243 258 647 945 258 389 905 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3.0% 1.0% 3.0% 1.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 2 3 TOTAL PROJECT TRAFFIC 0 0 0 0 2 0 3 TOTAL TRAFFIC 618 790 243 258 649 946 258 392 906 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: S Miami Avenue and S 6th Street COUNT DATE: March 24, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.9 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 2 130 473 134 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 2 130 473 134 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH o 0 0 13 48 14 NON -PROJECT TRAFFIC 2 156 659 156 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 63.0% 24.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 23 38 TOTAL PROJECT TRAFFIC 0 0 0 23 0 38 TOTAL TRAFFIC 2 179 659 194 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 5th Street and Residential Driveway COUNT DATE: May 11, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 10 51 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 10 52 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 5 NON -PROJECT TRAFFIC 11 57 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 12.0% 1.0% 9.0% 5.0% 34.0% 41.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 7 5 5 33 40 TOTAL PROJECT TRAFFIC 7 5 5 33 40 TOTAL TRAFFIC 18 5 62 33 40 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 6th Street and Retail Driveway COUNT DATE: May 11, 2012 TIME PERIOD: AM Period PEAK HOUR FACTOR: 0.92 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 135 132 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 138 135 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 14 14 NON -PROJECT TRAFFIC 152 149 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 57.0% 6.0% 33.0% 18.0% 19.0% 6.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 35 3 17 20 18 6 TOTAL PROJECT TRAFFIC 35 3 17 20 18 6 TOTAL TRAFFIC 35 155 166 20 18 6 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and SW 1st Avenue COUNT DATE: March 24, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.96 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 200 1,065 636 281 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 200 1,065 636 281 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 29 263 1101 Brickell The Beacon 888 Brickell Premiere Towers 7 26 49 Brickell Station 7 6 Millecento 12 22 Brickell CitiCentre 41 136 509 12 238 12 TOTAL "VESTED" TRAFFIC 41 172 817 12 309 18 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 20 108 64 28 NON -PROJECT TRAFFIC 41 392 1,990 12 1,009 327 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 11.0% Exiting 5.0% 25.0% 2.0% 20.0% "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 12 58 32 47 TOTAL PROJECT TRAFFIC 0 12 58 0 32 47 TOTAL TRAFFIC 41 404 2,048 12 1,041 374 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Miami Avenue COUNT DATE: March 24, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.95 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 995 111 415 501 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 995 111 415 501 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 292 76 1101 Brickell The Beacon 888 Brickell 35 Premiere Towers 7 26 60 Brickell Station 7 7 Millecento 12 12 Brickell CitiCentre 456 321 230 219 TOTAL "VESTED" TRAFFIC 762 321 268 409 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 101 11 42 51 NON -PROJECT TRAFFIC 1,858 443 725 961 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 63.0% 30.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 70 156 TOTAL PROJECT TRAFFIC 70 0 0 156 TOTAL TRAFFIC 1,928 443 725 1,117 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 7th Street and Brickell Avenue COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 66 227 98 510 1,176 11 23 1,257 360 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 67 232 100 520 1,200 11 23 1,282 367 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 48 10 117 10 1101 Brickell 53 70 The Beacon 8 888 Brickell 9 Premiere Towers 9 7 Brickell Station 15 3 7 Millecento 2 4 Brickell CitiCentre 49 142 0 90 TOTAL "VESTED" TRAFFIC o 0 0 97 239 0 0 203 114 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 7 23 10 53 121 1 2 130 37 NON -PROJECT TRAFFIC 74 255 110 670 1,560 12 25 1,615 518 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4.0% 4.0% 30.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 10 9 70 TOTAL PROJECT TRAFFIC 0 0 0 0 10 0 0 9 70 TOTAL TRAFFIC 74 255 110 670 1,570 12 25 1,624 588 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 5th Street COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 5 112 19 19 46 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 5 114 19 19 47 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 1101 Brickell The Beacon 888 Brickell Premiere Towers Brickell Station 7 Millecento Brickell CitiCentre 25 TOTAL "VESTED" TRAFFIC o 0 0 25 7 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 12 2 2 5 NON -PROJECT TRAFFIC 6 126 21 46 59 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 11.0% 3.0% 4.0% 9.0% 1.0% 1.0% 20.0% 20.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 2 29 7 10 68 47 TOTAL PROJECT TRAFFIC 2 29 7 10 68 47 TOTAL TRAFFIC 2 35 133 31 114 106 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 1st Avenue and SE 6th Street COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 48 56 28 17 2 115 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 49 57 29 17 2 117 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 76 1101 Brickell The Beacon 888 Brickell Premiere Towers Brickell Station 7 Millecento Brickell CitiCentre 25 8 TOTAL "VESTED" TRAFFIC 32 76 8 0 0 0 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 5 6 3 2 0 12 NON -PROJECT TRAFFIC 86 139 40 19 2 129 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 9.0% 17.0% 14.0% 40.0% 33.0% 1.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 115 77 42 37 TOTAL PROJECT TRAFFIC 115 77 42 0 0 37 TOTAL TRAFFIC 201 216 82 19 2 166 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Brickell Avenue and SE 5th Street COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 56 2 77 66 15 48 53 1,090 57 74 1,402 145 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 57 2 79 67 15 49 54 1,112 58 75 1,430 148 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 146 58 1101 Brickell 53 70 The Beacon 8 888 Brickell 9 Premiere Towers 9 7 Brickell Station 10 10 15 15 Millecento 2 4 Brickell CitiCentre 0 142 98 TOTAL "VESTED" TRAFFIC 10 0 10 0 0 0 15 360 0 0 246 15 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 6 0 8 7 2 5 5 113 6 8 145 15 NON -PROJECT TRAFFIC 228* 2 97 74 17 54 206* 1,585 64 83 1,821 178 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4.0% 17.0% 3.0% 20.0% 1.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 47 2 10 42 7 TOTAL PROJECT TRAFFIC 47 0 2 0 0 0 10 0 0 0 42 7 TOTAL TRAFFIC 275 2 99 74 17 54 216 1,585 64 83 1,863 185 Note: * Includes re-routed traffic from SE 6th Street TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Brickell Avenue and SE 6th Street COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 8 32 109 1,130 1,478 41 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS I I 8 1 33 I I I I I 111 11,153 I I 11,508 I 42 "BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 146 117 10 10 48 1101 Brickell 53 70 The Beacon 8 888 Brickell 9 Premiere Towers 9 7 Brickell Station 15 10 Millecento 2 4 Brickell CitiCentre 0 142 90 8 TOTAL "VESTED" TRAFFIC 146 117 10 229 200 56 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 3 11 117 153 4 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4.0% 17.0% 33.0% 1.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 77 10 2 42 TOTAL PROJECT TRAFFIC 0 77 0 10 2 42 Note: * NBL traffic re-routed through SE 5th Street. Traffic was removed from NBL and added to NBT. " EBL traffic re-routed through SE 5th Street. TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and SW 1st Avenue COUNT DATE: March 24, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.93 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 1,027 335 136 701 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 1,027 335 136 701 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 85 29 1101 Brickell 35 The Beacon 42 888 Brickell 6 Premiere Towers 21 56 Brickell Station 18 Millecento 21 22 Brickell CitiCentre 369 279 95 TOTAL "VESTED" TRAFFIC 555 42 279 202 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 104 34 14 71 NON -PROJECT TRAFFIC 1,686 411 429 974 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 45.0% 11.0% 7.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 111 27 16 TOTAL PROJECT TRAFFIC 111 0 27 16 TOTAL TRAFFIC 1,797 411 456 990 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Miami Avenue COUNT DATE: March 24, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.97 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 281 936 675 50 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 281 936 675 50 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 66 19 10 1101 Brickell 35 The Beacon 42 2 888 Brickell 6 35 Premiere Towers 86 9 Brickell Station 7 11 Millecento 24 Brickell CitiCentre 424 233 25 41 TOTAL "VESTED" TRAFFIC 497 346 180 52 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 28 95 68 5 NON -PROJECT TRAFFIC 806 1,377 923 107 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 56.0% 7.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 138 18 TOTAL PROJECT TRAFFIC 138 0 18 0 TOTAL TRAFFIC 944 1,377 941 107 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Plaza COUNT DATE: April 26, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.85 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 743 188 97 1 37 Peak Season Correction Factor Colo Colo Colo Colo 1.010 1.010 1.010 Colo Colo Colo 1.010 Colo 1.010 1.010 Colo Colo EXISTING CONDITIONS 750 190 98 37 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 19 1101 Brickell 35 The Beacon 17 13 888 Brickell 6 Premiere Towers 9 Brickell Station 11 Millecento 2 Brickell CitiCentre 74 95 118 TOTAL "VESTED" TRAFFIC 74 192 13 2 118 0 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 76 19 10 0 4 NON -PROJECT TRAFFIC 74 1,018 222 110 119 41 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 TOTAL TRAFFIC 74 1,018 222 110 119 41 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SW 8th Street and Brickell Avenue COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.94 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 257 441 194 274 510 906 188 308 1,048 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 262 450 198 279 520 924 192 314 1,069 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 19 39 117 1101 Brickell 17 18 16 37 35 35 The Beacon 8 9 888 Brickell 6 2 37 6 9 Premiere Towers 9 Brickell Station 11 4 3 Millecento 2 4 Brickell CitiCentre 142 59 12 41 8 0 0 TOTAL "VESTED" TRAFFIC 191 76 45 2 57 125 6 35 168 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 27 46 20 28 53 94 19 32 108 NON -PROJECT TRAFFIC 480 572 263 309 630 1,143 217 381 1,345 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3.0% 1.0% 3.0% 1.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 7 3 7 2 TOTAL PROJECT TRAFFIC 0 0 0 0 7 3 0 7 2 TOTAL TRAFFIC 480 572 263 309 637 1,146 217 388 1,347 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: S Miami Avenue and S 6th Street COUNT DATE: March 24, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 3 0 2 141 1 564 104 Peak Season Correction Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 EXISTING CONDITIONS 3 O 2 141 564 104 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 29 76 1101 Brickell The Beacon 888 Brickell 35 Premiere Towers 60 Brickell Station 7 Millecento 12 Brickell CitiCentre 0 343 25 TOTAL "VESTED" TRAFFIC o 0 0 29 0 450 108 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH o 0 0 14 0 57 11 NON -PROJECT TRAFFIC 3 O 2 184 1,071 223 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 63.0% 24.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 56 156 TOTAL PROJECT TRAFFIC 0 0 0 56 0 0 156 TOTAL TRAFFIC 3 O 2 240 1,071 379 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 5th Street and Residential Driveway COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.86 "EXISTING TRAFFIC" Raw Turning Movements Peak Season Correction Factor EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 5 39 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 5 40 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 1101 Brickell The Beacon 888 Brickell Premiere Towers Brickell Station Millecento Brickell CitiCentre TOTAL "VESTED" TRAFFIC 25 0 25 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 1 4 NON -PROJECT TRAFFIC 6 69 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 11.0% 2.0% 13.0% 20.0% 2.0% 2.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 27 5 31 47 5 4 TOTAL PROJECT TRAFFIC 27 5 31 47 5 4 TOTAL TRAFFIC 33 5 31 116 5 4 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: SE 6th Street and Retail Driveway COUNT DATE: May 11, 2012 TIME PERIOD: PM Period PEAK HOUR FACTOR: 0.89 "EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Raw Turning Movements 104 143 Peak Season Correction Factor 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 1.020 EXISTING CONDITIONS 106 146 'BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 600 Brickell 76 1101 Brickell The Beacon 888 Brickell Premiere Towers Brickell Station 7 Millecento Brickell CitiCentre 25 TOTAL "VESTED" TRAFFIC 108 0 Years To Buildout 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Yearly Growth Rate 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% 1.62% BACKGROUND TRAFFIC GROWTH 11 15 NON -PROJECT TRAFFIC 225 161 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 54.0% 9.0% 31.0% 1.0% 73.0% 23.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 134 22 2 77 170 54 TOTAL PROJECT TRAFFIC 134 22 2 77 170 54 TOTAL TRAFFIC 134 247 163 77 170 54 APPENDIX K: Future Background Conditions Analysis Timings 2018 Future Background Conditions 3: SW 1st Avenue & SW 7th Street AM PEAK 1- h Lane Group WBT NWL SWL SWR Lane Configurations Mut 19 1111Y r Volume (vph) 937 69 963 345 Turn Type NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 8 Detector Phase 2 7 8 8 Switch Phase Minimum Initial (s) 7.0 4.0 7.0 7.0 Minimum Split (s) 23.0 10.0 21.0 21.0 Total Split (s) 51.0 14.0 50.0 50.0 Total Split (%) 44.3% 12.2% 43.5% 43.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 1.0 1.0 Lost Time Adjust (s) -2.0 0.0 -1.0 -1.0 Total Lost Time (s) 4.0 6.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Min None None None Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 70 (61%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 1st Avenue & SW 7th Street o2 LA] 1N7 I a8 I 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 3: SW 1st Avenue & SW 7th Street AM PEAK 1- Movement WBU WBL WBT NWL SWL SWR Lane Configurations 44 11 Volume (vph) 8 222 937 69 963 345 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.0 4.0 4.0 Lane Util. Factor 0.91 1.00 0.97 0.91 Frt 1.00 1.00 0.99 0.85 Flt Protected 0.99 0.95 0.95 1.00 Satd. Flow (prot) 5036 1770 3429 1441 Flt Permitted 0.99 0.95 0.95 1.00 Satd. Flow (perm) 5036 1770 3429 1441 Peak -hour factor, PHF 0.92 0.96 0.96 0.92 0.96 0.96 Adj. Flow (vph) 9 231 976 75 1003 359 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 1216 75 1039 323 Turn Type Perm Perm NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 2 2 8 Actuated Green, G (s) 51.0 7.6 39.4 39.4 Effective Green, g (s) 53.0 7.6 40.4 40.4 Actuated g/C Ratio 0.46 0.07 0.35 0.35 Clearance Time (s) 6.0 6.0 5.0 5.0 Vehicle Extension (s) 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 2320 116 1204 506 v/s Ratio Prot c0.04 c0.30 v/s Ratio Perm 0.24 0.22 v/c Ratio 0.52 0.65 0.86 0.64 Uniform Delay, d1 22.0 52.4 34.7 31.2 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 8.9 6.4 1.9 Delay (s) 22.9 61.3 41.1 33.1 Level of Service C E D C Approach Delay (s) 22.9 61.3 39.2 Approach LOS C E D Intersection Summary HCM 2000 Control Delay 32.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 14.0 Intersection Capacity Utilization 69.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 4: S Miami Avenue & SW 7th Street AM PEAK 1- t Lane Group WBT NBL NBT Lane Configurations "+ 19 + Volume (vph) 846 356 665 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Detector Phase 4 2 2 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 Minimum Split (s) 21.0 22.5 22.5 Total Split (s) 45.0 65.0 65.0 Total Split (%) 40.9% 59.1% 59.1% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 0.0 0.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min C-Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 29 (26%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 4: S Miami Avenue & SW 7th Street ! t02(R) 4- 04 65 s 45 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 4: S Miami Avenue & SW 7th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ++"+ 19 4+ Volume (vph) 0 0 0 0 846 206 356 665 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.91 0.91 Frt 0.97 1.00 1.00 Flt Protected 1.00 0.95 1.00 Satd. Flow (prot) 4936 1610 3382 Flt Permitted 1.00 0.95 1.00 Satd. Flow (perm) 4936 1610 3382 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 0 872 212 367 686 0 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 1084 0 330 723 0 0 0 0 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Actuated Green, G (s) 28.7 73.3 73.3 Effective Green, g (s) 28.7 73.3 73.3 Actuated g/C Ratio 0.26 0.67 0.67 Clearance Time (s) 4.0 4.0 4.0 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 1287 1072 2253 v/s Ratio Prot c0.22 v/s Ratio Perm 0.20 0.21 v/c Ratio 0.84 0.31 0.32 Uniform Delay, d1 38.5 7.7 7.8 Progression Factor 1.00 0.39 0.40 Incremental Delay, d2 5.0 0.6 0.3 Delay (s) 43.5 3.6 3.4 Level of Service D A A Approach Delay (s) 0.0 43.5 3.4 0.0 Approach LOS A D A A Intersection Summary HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 99.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 5: Brickell Avenue & SW 7th Street AM PEAK 1- Lane Group WBT NBL NBT SBL SBT SBR Lane Configurations 41, 1919 14 19 ++ ft Volume (vph) 803 457 1474 227 1281 292 Turn Type NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 2 Detector Phase 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 16.0 5.0 16.0 16.0 Minimum Split (s) 34.0 8.0 21.0 8.0 21.0 21.0 Total Split (s) 42.0 22.0 55.0 23.0 56.0 56.0 Total Split (%) 35.0% 18.3% 45.8% 19.2% 46.7% 46.7% Yellow Time (s) 4.0 3.0 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) -1.0 1.0 -1.0 1.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min None C-Min C-Min Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 86 (72%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 5: Brickell Avenue & SW 7th Street 22 el 'a5 I s ;2(Rj 23t 1 155 s 42# K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 5: Brickell Avenue & SW 7th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 11119 141, 11 ++ ri Volume (vph) 0 0 0 126 803 48 457 1474 283 227 1281 292 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.97 0.91 1.00 0.95 1.00 Frt 0.99 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3490 3433 4963 1770 3539 1583 Flt Permitted 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3490 3433 4963 1770 3539 1583 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 0 0 135 863 52 491 1585 304 244 1377 314 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 26 Lane Group Flow (vph) 0 0 0 0 1050 0 491 1889 0 244 1377 289 Turn Type Perm NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 36.9 19.1 50.9 19.2 51.0 51.0 Effective Green, g (s) 37.9 18.1 51.9 18.2 52.0 52.0 Actuated g/C Ratio 0.32 0.15 0.43 0.15 0.43 0.43 Clearance Time (s) 5.0 3.0 5.0 3.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1102 517 2146 268 1533 685 v/s Ratio Prot c0.14 0.38 0.14 c0.39 v/s Ratio Perm 0.30 0.18 v/c Ratio 0.95 0.95 0.88 0.91 0.90 0.42 Uniform Delay, d1 40.2 50.5 31.2 50.1 31.5 23.6 Progression Factor 1.00 1.00 1.00 0.91 1.09 1.28 Incremental Delay, d2 16.9 27.1 5.6 29.5 7.7 1.7 Delay (s) 57.1 77.6 36.8 75.2 42.2 31.8 Level of Service E E D E D C Approach Delay (s) 0.0 57.1 45.2 44.7 Approach LOS A E D D Intersection Summary HCM 2000 Control Delay 47.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.93 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 85.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 8: SW 1st Avenue & SW 8th Street AM PEAK Lane Group EBT SBT Lane Configurations 4'4"t + Volume (vph) 2332 595 Turn Type NA NA Protected Phases 2 4 Permitted Phases Detector Phase 2 4 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 21.0 21.0 Total Split (s) 70.0 40.0 Total Split (%) 63.6% 36.4% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min None Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 54 (49%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 8: SW 1st Avenue & SW 8th Street ! *02 (R) i 04 70 s I �10 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 8: SW 1st Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +1 i 4+ Volume (vph) 0 2332 560 0 0 0 0 0 0 518 595 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.95 Frt 0.97 1.00 Flt Protected 1.00 0.98 Satd. Flow (prot) 4938 3459 Flt Permitted 1.00 0.98 Satd. Flow (perm) 4938 3459 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2404 577 0 0 0 0 0 0 534 613 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 2981 0 0 0 0 0 0 0 0 1147 0 Turn Type NA Perm NA Protected Phases 2 4 Permitted Phases 4 Actuated Green, G (s) 65.0 35.0 Effective Green, g (s) 66.0 36.0 Actuated g/C Ratio 0.60 0.33 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 2962 1132 v/s Ratio Prot c0.60 v/s Ratio Perm 0.33 v/c Ratio 1.01 1.01 Uniform Delay, d1 22.0 37.0 Progression Factor 1.00 1.00 Incremental Delay, d2 18.1 30.1 Delay (s) 40.1 67.1 Level of Service D E Approach Delay (s) 40.1 0.0 0.0 67.1 Approach LOS D A A E Intersection Summary HCM 2000 Control Delay 47.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.01 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 95.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 9: S Miami Avenue & SW 8th Street AM PEAK Lane Group —IP At EBT NBT Lane Configurations 1 + Volume (vph) 2339 752 Turn Type NA NA Protected Phases 4 2 Permitted Phases Detector Phase 4 2 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 19.0 21.0 Total Split (s) 71.0 39.0 Total Split (%) 64.5% 35.5% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 93 (85%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 9: S Miami Avenue & SW 8th Street K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 9: S Miami Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations illut 14 Volume (vph) 283 2339 0 0 0 0 0 752 125 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.91 Frt 1.00 0.98 Flt Protected 0.99 1.00 Satd. Flow (prot) 5058 4976 Flt Permitted 0.99 1.00 Satd. Flow (perm) 5058 4976 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 292 2411 0 0 0 0 0 775 129 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 2703 0 0 0 0 0 904 0 0 0 0 Turn Type Perm NA NA Protected Phases 4 2 Permitted Phases 4 Actuated Green, G (s) 66.1 33.9 Effective Green, g (s) 67.1 34.9 Actuated g/C Ratio 0.61 0.32 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 3085 1578 v/s Ratio Prot c0.18 v/s Ratio Perm 0.53 v/c Ratio 0.88 0.57 Uniform Delay, d1 18.0 31.3 Progression Factor 1.50 1.00 Incremental Delay, d2 0.3 1.5 Delay (s) 27.2 32.8 Level of Service C C Approach Delay (s) 27.2 0.0 32.8 0.0 Approach LOS C A C A Intersection Summary HCM 2000 Control Delay 28.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 10: Brickell Plaza & SW 8th Street AM PEAK Lane Group EBT NBT SBL SBT Lane Configurations I "ri Volume (vph) 1613 0 8 4 Turn Type NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 6 Detector Phase 4 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 21.0 21.0 Total Split (s) 84.0 26.0 26.0 26.0 Total Split (%) 76.4% 23.6% 23.6% 23.6% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min Min Min Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: Brickell Plaza & SW 8th Street K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 10: Brickell Plaza & SW 8th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4144 Volume (vph) 469 1613 295 0 0 0 0 0 77 8 4 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 Lane Util. Factor 0.91 1.00 1.00 Frt 0.98 0.86 1.00 Flt Protected 0.99 1.00 0.97 Satd. Flow (prot) 4942 1611 1803 Flt Permitted 0.99 1.00 0.77 Satd. Flow (perm) 4942 1611 1435 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 484 1663 304 0 0 0 0 0 79 8 4 0 RTOR Reduction (vph) 0 10 0 0 0 0 0 45 0 0 0 0 Lane Group Flow (vph) 0 2441 0 0 0 0 0 34 0 0 12 0 Turn Type Perm NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 4 6 Actuated Green, G (s) 92.0 8.0 8.0 Effective Green, g (s) 92.0 8.0 8.0 Actuated g/C Ratio 0.84 0.07 0.07 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 4133 117 104 v/s Ratio Prot c0.02 v/s Ratio Perm 0.49 0.01 v/c Ratio 0.59 0.29 0.12 Uniform Delay, d1 2.9 48.3 47.7 Progression Factor 2.22 1.00 1.00 Incremental Delay, d2 0.3 1.4 0.5 Delay (s) 6.8 49.7 48.2 Level of Service A D D Approach Delay (s) 6.8 0.0 49.7 48.2 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 8.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 11: Brickell Avenue & SW 8th Street AM PEAK Lane Group EBL EBT WBL WBT WBR NBT SBL SBT Lane Configurations 191 19 r 1919 44 Volume (vph) 618 790 258 0 647 945 389 905 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Detector Phase 4 4 8 8 8 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 12.0 12.0 12.0 32.2 9.0 32.2 Total Split (s) 42.0 42.0 33.0 33.0 33.0 36.0 19.0 55.0 Total Split (%) 32.3% 32.3% 25.4% 25.4% 25.4% 27.7% 14.6% 42.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.2 1.0 1.2 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Min None C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 11: Brickell Avenue & SW 8th Street 55 tee 42 s V •3C3 s 'a5 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 11: Brickell Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '1 t"ri 19 ft 14"r4 1915 11L Volume (vph) 618 790 243 258 0 647 0 945 258 389 905 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lane Util. Factor 0.97 0.95 0.95 0.91 0.95 0.91 0.97 0.95 Frt 1.00 0.96 1.00 0.86 0.85 0.97 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3414 1681 1455 1504 4922 3433 3539 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3414 1681 1455 1504 4922 3433 3539 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 657 840 259 274 0 688 0 1005 274 414 963 0 RTOR Reduction (vph) 0 0 0 0 0 173 0 0 0 0 0 0 Lane Group Flow (vph) 657 1099 0 247 357 185 0 1279 0 414 963 0 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Actuated Green, G (s) 37.0 37.0 28.0 28.0 28.0 30.8 15.0 49.8 Effective Green, g (s) 38.0 38.0 29.0 29.0 29.0 31.8 15.0 50.8 Actuated g/C Ratio 0.29 0.29 0.22 0.22 0.22 0.24 0.12 0.39 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.2 4.0 5.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 1.0 2.0 1.0 Lane Grp Cap (vph) 1003 997 374 324 335 1203 396 1382 v/s Ratio Prot 0.19 c0.32 0.15 c0.25 0.12 c0.26 c0.12 0.27 v/s Ratio Perm v/c Ratio 0.66 1.10 0.66 1.10 0.55 1.06 1.05 0.70 Uniform Delay, d1 40.3 46.0 46.0 50.5 44.7 49.1 57.5 33.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 60.8 4.3 80.2 2.0 44.5 57.6 2.9 Delay (s) 41.8 106.8 50.3 130.7 46.7 93.6 115.1 36.1 Level of Service D F D F D F F D Approach Delay (s) 82.5 78.8 93.6 59.8 Approach LOS F E F E Intersection Summary HCM 2000 Control Delay 78.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.08 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.2 Intersection Capacity Utilization 92.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 13: S Miami Avenue & SE 6th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Volume (veh/h) 1 1 0 0 2 156 0 659 156 0 0 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 1 1 0 0 2 173 0 732 173 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 355 pX, platoon unblocked 0.92 0.92 0.92 0.92 0.92 0.92 vC, conflicting volume 541 906 0 819 819 453 0 906 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 324 721 0 627 626 228 0 721 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 100 100 99 76 100 100 cM capacity (veh/h) 419 323 1084 337 367 712 1622 806 Direction, Lane # EB 1 WB 1 NB 1 NB 2 Volume Total 2 176 366 539 Volume Left 1 0 0 0 Volume Right 0 173 0 173 cSH 365 703 1622 1700 Volume to Capacity 0.01 0.25 0.00 0.32 Queue Length 95th (ft) 0 25 0 0 Control Delay (s) 14.9 11.8 0.0 0.0 Lane LOS B B Approach Delay (s) 14.9 11.8 0.0 Approach LOS B B Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 39.6% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 15: Brickell Avenue & SE 5th Street AM PEAK f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations ' "ri 4 r 1 + 19 44i Volume (vph) 92 7 55 9 64 245 1134 79 1663 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 36.0 36.0 36.0 8.0 30.0 8.0 30.0 Total Split (s) 36.0 36.0 36.0 36.0 36.0 27.0 74.0 10.0 57.0 Total Split (%) 30.0% 30.0% 30.0% 30.0% 30.0% 22.5% 61.7% 8.3% 47.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 1.0 -1.0 1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 25 (21%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 15: Brickell Avenue & SE 5th Street '01 t,a? 16! m5 271 74 s 15$ �36 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 15: Brickell Avenue & SE 5th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 4 ft 19 4i4i 11 att Volume (vph) 92 7 105 55 9 64 245 1134 68 79 1663 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.86 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.96 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1600 1786 1583 1770 5042 1770 5040 Flt Permitted 0.70 1.00 0.52 1.00 0.07 1.00 0.21 1.00 Satd. Flow (perm) 1310 1600 971 1583 137 5042 382 5040 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 98 7 112 59 10 68 261 1206 72 84 1769 112 RTOR Reduction (vph) 0 0 0 0 0 60 0 0 0 0 0 0 Lane Group Flow (vph) 98 119 0 0 69 9 261 1278 0 84 1881 0 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Actuated Green, G (s) 14.0 14.0 14.0 14.0 96.0 88.2 82.4 77.6 Effective Green, g (s) 15.0 15.0 15.0 15.0 95.0 89.2 80.4 78.6 Actuated g/C Ratio 0.12 0.12 0.12 0.12 0.79 0.74 0.67 0.65 Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 163 200 121 197 304 3747 299 3301 v/s Ratio Prot 0.07 c0.10 0.25 0.01 0.37 v/s Ratio Perm c0.07 0.07 0.01 c0.58 0.18 v/c Ratio 0.60 0.59 0.57 0.04 0.86 0.34 0.28 0.57 Uniform Delay, d1 49.7 49.6 49.5 46.2 30.9 5.3 6.9 11.4 Progression Factor 1.00 1.00 1.00 1.00 1.74 0.42 1.00 1.00 Incremental Delay, d2 5.2 3.9 5.2 0.1 10.4 0.1 0.2 0.7 Delay (s) 54.8 53.6 54.7 46.3 64.1 2.3 7.0 12.1 Level of Service D D D D E A A B Approach Delay (s) 54.1 50.5 12.8 11.9 Approach LOS D D B B Intersection Summary HCM 2000 Control Delay 16.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 16: Brickell Avenue & SE 6th Street AM PEAK Movement EBL EBR NBL NBT SBT SBR Lane Configurations Hit +1' Volume (veh/h) 0 40 0 1476 1784 26 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 0 45 0 1658 2004 29 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 346 188 pX, platoon unblocked 0.77 0.80 0.80 vC, conflicting volume 2572 683 2034 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 215 0 1403 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free °A) 100 95 100 cM capacity (veh/h) 581 864 384 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 45 553 553 553 802 802 430 Volume Left 0 0 0 0 0 0 0 Volume Right 45 0 0 0 0 0 29 cSH 864 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.05 0.33 0.33 0.33 0.47 0.47 0.25 Queue Length 95th (ft) 4 0 0 0 0 0 0 Control Delay (s) 9.4 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.4 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 97: SE 6th Street & SE 1st Avenue AM PEAK Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 105 91 30 9 6 119 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 114 99 33 10 7 129 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 42 365 38 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 42 365 38 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 93 99 87 cM capacity (veh/h) 1567 589 1035 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 213 42 136 Volume Left 114 0 7 Volume Right 0 10 129 cSH 1567 1700 998 Volume to Capacity 0.07 0.02 0.14 Queue Length 95th (ft) 6 0 12 Control Delay (s) 4.3 0.0 9.2 Lane LOS A A Approach Delay (s) 4.3 0.0 9.2 Approach LOS A Intersection Summary Average Delay 5.5 Intersection Capacity Utilization 31.6% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 98: SE 1st Avenue & SE 5th Street AM PEAK Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 0 11 113 33 39 75 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 0 12 120 35 41 80 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 688 pX, platoon unblocked vC, conflicting volume 12 281 6 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 12 281 6 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 93 94 93 cM capacity (veh/h) 1607 656 1077 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 12 155 121 Volume Left 0 120 41 Volume Right 12 0 80 cSH 1700 1607 883 Volume to Capacity 0.01 0.07 0.14 Queue Length 95th (ft) 0 6 12 Control Delay (s) 0.0 5.9 9.7 Lane LOS A A Approach Delay (s) 0.0 5.9 9.7 Approach LOS A Intersection Summary Average Delay 7.3 Intersection Capacity Utilization 28.1% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 3: SW 1st Avenue & SW 7th Street PM Peak 1- h Lane Group WBT NWL SWL SWR Lane Configurations Mut 19 1111Y r Volume (vph) 1990 12 1009 327 Turn Type NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 8 Detector Phase 2 7 8 8 Switch Phase Minimum Initial (s) 7.0 4.0 7.0 7.0 Minimum Split (s) 21.0 10.0 21.0 21.0 Total Split (s) 58.0 16.0 41.0 41.0 Total Split (%) 50.4% 13.9% 35.7% 35.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 1.0 1.0 Lost Time Adjust (s) -2.0 0.0 -1.0 -1.0 Total Lost Time (s) 4.0 6.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Min None None None Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 77 (67%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 1st Avenue & SW 7th Street P o2 l61 58 s.. 4\1,17 # a9 1 & s 41 t I 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 3: SW 1st Avenue & SW 7th Street PM Peak 1- Movement WBU WBL WBT NWL SWL SWR Lane Configurations 44 11 Volume (vph) 41 392 1990 12 1009 327 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.0 4.0 4.0 Lane Util. Factor 0.91 1.00 0.97 0.91 Frt 1.00 1.00 1.00 0.85 Flt Protected 0.99 0.95 0.95 1.00 Satd. Flow (prot) 5040 1770 3431 1441 Flt Permitted 0.99 0.95 0.95 1.00 Satd. Flow (perm) 5040 1770 3431 1441 Peak -hour factor, PHF 0.92 0.96 0.96 0.92 0.96 0.96 Adj. Flow (vph) 45 408 2073 13 1051 341 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 2526 13 1085 307 Turn Type Perm Perm NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 2 2 8 Actuated Green, G (s) 55.7 2.2 40.1 40.1 Effective Green, g (s) 57.7 2.2 41.1 41.1 Actuated g/C Ratio 0.50 0.02 0.36 0.36 Clearance Time (s) 6.0 6.0 5.0 5.0 Vehicle Extension (s) 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 2528 33 1226 515 v/s Ratio Prot c0.01 c0.32 v/s Ratio Perm 0.50 0.21 v/c Ratio 1.00 0.39 0.88 0.60 Uniform Delay, d1 28.6 55.7 34.7 30.2 Progression Factor 1.19 1.00 1.00 1.00 Incremental Delay, d2 10.7 2.8 7.7 1.2 Delay (s) 44.9 58.5 42.4 31.4 Level of Service D E D C Approach Delay (s) 44.9 58.5 40.0 Approach LOS D E D Intersection Summary HCM 2000 Control Delay 43.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 14.0 Intersection Capacity Utilization 94.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 4: S Miami Avenue & SW 7th Street PM Peak 1- t Lane Group WBT NBL NBT Lane Configurations f t" 19 4+ Volume (vph) 1858 725 961 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Detector Phase 4 2 2 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 Minimum Split (s) 21.0 22.5 22.5 Total Split (s) 60.4 54.6 54.6 Total Split (%) 52.5% 47.5% 47.5% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) -0.5 -0.5 -0.5 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min C-Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 46.6 (41%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 4: S Miami Avenue & SW 7th Street ! 1 02 (R) 04 54.S $ 60.4 s n K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 4: S Miami Avenue & SW 7th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations f t" 19 4+ Volume (vph) 0 0 0 0 1858 443 725 961 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.91 0.91 Frt 0.97 1.00 1.00 Flt Protected 1.00 0.95 0.99 Satd. Flow (prot) 4939 1610 3363 Flt Permitted 1.00 0.95 0.99 Satd. Flow (perm) 4939 1610 3363 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 0 1956 466 763 1012 0 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 2422 0 572 1203 0 0 0 0 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Actuated Green, G (s) 57.6 48.4 48.4 Effective Green, g (s) 58.1 48.9 48.9 Actuated g/C Ratio 0.51 0.43 0.43 Clearance Time (s) 4.5 4.5 4.5 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 2495 684 1430 v/s Ratio Prot c0.49 v/s Ratio Perm 0.36 0.36 v/c Ratio 0.97 0.84 0.84 Uniform Delay, d1 27.6 29.5 29.6 Progression Factor 1.00 0.72 0.72 Incremental Delay, d2 11.9 8.9 4.7 Delay (s) 39.5 30.0 26.0 Level of Service D C C Approach Delay (s) 0.0 39.5 27.3 0.0 Approach LOS A D C A Intersection Summary HCM 2000 Control Delay 34.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 129.6% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 5: Brickell Avenue & SW 7th Street PM Peak 1- Lane Group WBT NBL NBT SBL SBT SBR Lane Configurations 41, 1919 14 19 ++ ft Volume (vph) 255 670 1560 25 1615 518 Turn Type NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 2 Detector Phase 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 16.0 5.0 16.0 16.0 Minimum Split (s) 34.0 8.0 21.0 8.0 21.0 21.0 Total Split (s) 34.0 29.0 86.0 10.0 67.0 67.0 Total Split (%) 26.2% 22.3% 66.2% 7.7% 51.5% 51.5% Yellow Time (s) 4.0 3.0 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) -1.0 1.0 -1.0 1.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min None C-Min C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 130 Control Type: Actuated -Coordinated Splits and Phases: 5: Brickell Avenue & SW 7th Street al 29t 1 'a5 ti+64RI 3 4- s 0.1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 5: Brickell Avenue & SW 7th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 11119 141, 11 ++ ri Volume (vph) 0 0 0 74 255 110 670 1560 12 25 1615 518 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.97 0.91 1.00 0.95 1.00 Frt 0.96 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3378 3433 5079 1770 3539 1583 Flt Permitted 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3378 3433 5079 1770 3539 1583 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 79 271 117 713 1660 13 27 1718 551 RTOR Reduction (vph) 0 0 0 0 0 0 0 1 0 0 0 69 Lane Group Flow (vph) 0 0 0 0 467 0 713 1672 0 27 1718 482 Turn Type Perm NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 23.2 31.8 89.2 4.6 62.0 62.0 Effective Green, g (s) 24.2 30.8 90.2 3.6 63.0 63.0 Actuated g/C Ratio 0.19 0.24 0.69 0.03 0.48 0.48 Clearance Time (s) 5.0 3.0 5.0 3.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 628 813 3524 49 1715 767 v/s Ratio Prot c0.21 0.33 0.02 c0.49 v/s Ratio Perm 0.14 0.30 v/c Ratio 0.74 0.88 0.47 0.55 1.00 0.63 Uniform Delay, d1 50.0 47.8 9.1 62.4 33.5 24.8 Progression Factor 1.00 1.00 1.00 1.10 0.55 0.31 Incremental Delay, d2 4.8 10.5 0.5 8.7 18.2 2.6 Delay (s) 54.7 58.3 9.5 77.3 36.8 10.3 Level of Service D E A E D B Approach Delay (s) 0.0 54.7 24.1 30.9 Approach LOS A D C C Intersection Summary HCM 2000 Control Delay 29.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 86.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 8: SW 1st Avenue & SW 8th Street PM Peak Lane Group Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary EBT 1686 NA 2 SBT 974 NA 4 2 4 7.0 7.0 21.0 21.0 61.0 54.0 53.0% 47.0% 4.0 4.0 1.0 1.0 -1.0 -1.0 4.0 4.0 C-Min None Cycle Length: 115 Actuated Cycle Length: 115 Offset: 80 (70%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: ! +m2 (R) 8: SW 1st Avenue & SW 8th Street 61s 04 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 8: SW 1st Avenue & SW 8th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +1 i 4+ Volume (vph) 0 1686 411 0 0 0 0 0 0 429 974 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.95 Frt 0.97 1.00 Flt Protected 1.00 0.98 Satd. Flow (prot) 4936 3486 Flt Permitted 1.00 0.98 Satd. Flow (perm) 4936 3486 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 1813 442 0 0 0 0 0 0 461 1047 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 2255 0 0 0 0 0 0 0 0 1508 0 Turn Type NA Perm NA Protected Phases 2 4 Permitted Phases 4 Actuated Green, G (s) 55.4 49.6 Effective Green, g (s) 56.4 50.6 Actuated g/C Ratio 0.49 0.44 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 2420 1533 v/s Ratio Prot c0.46 v/s Ratio Perm 0.43 v/c Ratio 0.93 0.98 Uniform Delay, d1 27.5 31.8 Progression Factor 1.00 0.55 Incremental Delay, d2 8.1 12.0 Delay (s) 35.5 29.6 Level of Service D C Approach Delay (s) 35.5 0.0 0.0 29.6 Approach LOS D A A C Intersection Summary HCM 2000 Control Delay 33.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.96 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 9: S Miami Avenue & SW 8th Street PM Peak Lane Group —IP At EBT NBT Lane Configurations Mut + " i Volume (vph) 1377 923 Turn Type NA NA Protected Phases 4 2 Permitted Phases Detector Phase 4 2 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 19.0 21.0 Total Split (s) 59.0 56.0 Total Split (%) 51.3% 48.7% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 76 (66%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 9: S Miami Avenue & SW 8th Street ! I 02 (R) 04 56 s Ell153s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 9: S Miami Avenue & SW 8th Street PM Peak f 1- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations illut 14 Volume (vph) 806 1377 0 0 0 0 0 923 107 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.91 Frt 1.00 0.98 Flt Protected 0.98 1.00 Satd. Flow (prot) 4993 5006 Flt Permitted 0.98 1.00 Satd. Flow (perm) 4993 5006 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 831 1420 0 0 0 0 0 952 110 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 2251 0 0 0 0 0 1062 0 0 0 0 Turn Type Perm NA NA Protected Phases 4 2 Permitted Phases 4 Actuated Green, G (s) 53.7 51.3 Effective Green, g (s) 54.7 52.3 Actuated g/C Ratio 0.48 0.45 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 2374 2276 v/s Ratio Prot c0.21 v/s Ratio Perm 0.45 v/c Ratio 0.99d1 0.47 Uniform Delay, d1 28.8 21.7 Progression Factor 0.68 1.00 Incremental Delay, d2 3.8 0.7 Delay (s) 23.4 22.4 Level of Service C C Approach Delay (s) 23.4 0.0 22.4 0.0 Approach LOS C A C A Intersection Summary HCM 2000 Control Delay 23.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 105.8% ICU Level of Service G Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 10: Brickell Plaza & SW 8th Street PM Peak Lane Group EBT NBT SBL SBT Lane Configurations I "ri Volume (vph) 1018 0 119 41 Turn Type NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 6 Detector Phase 4 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 21.0 21.0 Total Split (s) 65.0 50.0 50.0 50.0 Total Split (%) 56.5% 43.5% 43.5% 43.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Max Min Min Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 89 (77%), Referenced to phase 4:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 10: Brickell Plaza & SW 8th Street t m2 —�►m4 (fl) 56 g lir m6 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 10: Brickell Plaza & SW 8th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4144 Volume (vph) 74 1018 222 0 0 0 0 0 110 119 41 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 Lane Util. Factor 0.91 1.00 1.00 Frt 0.97 0.86 1.00 Flt Protected 1.00 1.00 0.96 Satd. Flow (prot) 4943 1611 1796 Flt Permitted 1.00 1.00 0.63 Satd. Flow (perm) 4943 1611 1178 Peak -hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 87 1198 261 0 0 0 0 0 129 140 48 0 RTOR Reduction (vph) 0 16 0 0 0 0 0 40 0 0 0 0 Lane Group Flow (vph) 0 1530 0 0 0 0 0 89 0 0 188 0 Turn Type Perm NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 4 6 Actuated Green, G (s) 82.6 22.4 22.4 Effective Green, g (s) 82.6 22.4 22.4 Actuated g/C Ratio 0.72 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 3550 313 229 v/s Ratio Prot 0.06 v/s Ratio Perm 0.31 c0.16 v/c Ratio 0.43 0.28 0.82 Uniform Delay, d1 6.6 39.5 44.4 Progression Factor 1.50 1.00 1.00 Incremental Delay, d2 0.2 0.5 20.5 Delay (s) 10.1 40.0 64.8 Level of Service B D E Approach Delay (s) 10.1 0.0 40.0 64.8 Approach LOS B A D E Intersection Summary HCM 2000 Control Delay 17.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 11: Brickell Avenue & SW 8th Street PM Peak Lane Group EBL EBT WBL WBT WBR NBT SBL SBT Lane Configurations 191 19 r 1919 44 Volume (vph) 480 572 309 0 630 1143 381 1345 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Detector Phase 4 4 8 8 8 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 12.0 12.0 12.0 32.2 9.0 32.2 Total Split (s) 42.0 42.0 39.0 39.0 39.0 48.0 21.0 69.0 Total Split (%) 28.0% 28.0% 26.0% 26.0% 26.0% 32.0% 14.0% 46.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.2 1.0 1.2 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Min None C-Min Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 6 (4%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 130 Control Type: Actuated -Coordinated Splits and Phases: 11: Brickell Avenue & SW 8th Street # e I,Ftj 04 tee j 42s fps 21 'a5 tk6 [R) I 48 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 11: Brickell Avenue & SW 8th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '1 t"ri 19 ft 14"r4 1915 11L Volume (vph) 480 572 263 309 0 630 0 1143 217 381 1345 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.2 4.0 4.2 Lane Util. Factor 0.97 0.95 0.95 0.91 0.95 0.91 0.97 0.95 Frt 1.00 0.95 1.00 0.86 0.85 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3372 1681 1458 1504 4964 3433 3539 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3372 1681 1458 1504 4964 3433 3539 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 511 609 280 329 0 670 0 1216 231 405 1431 0 RTOR Reduction (vph) 0 0 0 0 0 169 0 0 0 0 0 0 Lane Group Flow (vph) 511 889 0 296 355 179 0 1447 0 405 1431 0 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 4 4 8 8 8 6 5 2 Permitted Phases Actuated Green, G (s) 37.0 37.0 34.0 34.0 34.0 42.8 17.0 63.8 Effective Green, g (s) 38.0 38.0 35.0 35.0 35.0 43.8 17.0 64.8 Actuated g/C Ratio 0.25 0.25 0.23 0.23 0.23 0.29 0.11 0.43 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.2 4.0 5.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 1.0 2.0 1.0 Lane Grp Cap (vph) 869 854 392 340 350 1449 389 1528 v/s Ratio Prot 0.15 c0.26 0.18 c0.24 0.12 c0.29 c0.12 0.40 v/s Ratio Perm v/c Ratio 0.59 1.04 0.76 1.04 0.51 1.00 1.04 0.94 Uniform Delay, d1 49.1 56.0 53.5 57.5 50.0 53.1 66.5 40.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 42.0 8.0 60.8 1.3 23.3 56.7 12.2 Delay (s) 50.2 98.0 61.6 118.3 51.3 76.4 123.2 52.8 Level of Service D F E F D E F D Approach Delay (s) 80.5 78.1 76.4 68.4 Approach LOS F E E E Intersection Summary HCM 2000 Control Delay 75.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.2 Intersection Capacity Utilization 90.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 13: S Miami Avenue & SE 6th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Volume (veh/h) 3 0 0 0 2 184 1 1071 223 0 0 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 3 0 0 0 2 207 1 1203 251 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 355 pX, platoon unblocked 0.70 0.70 0.70 0.70 0.70 0.70 vC, conflicting volume 812 1456 0 1331 1331 727 0 1454 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 791 0 612 612 0 0 788 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free °A) 99 100 100 100 99 73 100 100 cM capacity (veh/h) 516 224 1084 264 284 758 1622 578 Direction, Lane # EB 1 WB 1 NB 1 NB 2 Volume Total 3 209 603 852 Volume Left 3 0 1 0 Volume Right 0 207 0 251 cSH 516 744 1622 1700 Volume to Capacity 0.01 0.28 0.00 0.50 Queue Length 95th (ft) 0 29 0 0 Control Delay (s) 12.0 11.7 0.0 0.0 Lane LOS B B A Approach Delay (s) 12.0 11.7 0.0 Approach LOS B B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 54.9% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn Timings 2018 Future Background Conditions 15: Brickell Avenue & SE 5th Street PM Peak f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations ' "ri 4 r 1 + 19 44i Volume (vph) 228 2 74 17 54 206 1585 83 1821 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 36.0 36.0 36.0 8.0 30.0 8.0 30.0 Total Split (s) 36.0 36.0 36.0 36.0 36.0 25.0 81.0 13.0 69.0 Total Split (%) 27.7% 27.7% 27.7% 27.7% 27.7% 19.2% 62.3% 10.0% 53.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 1.0 -1.0 1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 5 (4%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 13s ray 15: Brickell Avenue & SE 5th Street ta2 (Nip $7 s 25 $ I L it A 1136s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Background Conditions 15: Brickell Avenue & SE 5th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 4 ft 19 4i4i 11 att Volume (vph) 228 2 97 74 17 54 206 1585 64 83 1821 178 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.96 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1588 1790 1583 1770 5056 1770 5017 Flt Permitted 0.64 1.00 0.67 1.00 0.05 1.00 0.08 1.00 Satd. Flow (perm) 1193 1588 1247 1583 102 5056 141 5017 Peak -hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 265 2 113 86 20 63 240 1843 74 97 2117 207 RTOR Reduction (vph) 0 0 0 0 0 48 0 0 0 0 0 0 Lane Group Flow (vph) 265 115 0 0 106 15 240 1917 0 97 2324 0 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Actuated Green, G (s) 30.3 30.3 30.3 30.3 89.7 79.4 77.6 70.3 Effective Green, g (s) 31.3 31.3 31.3 31.3 88.7 80.4 75.6 71.3 Actuated g/C Ratio 0.24 0.24 0.24 0.24 0.68 0.62 0.58 0.55 Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 287 382 300 381 267 3126 160 2751 v/s Ratio Prot 0.07 c0.11 0.38 0.03 0.46 v/s Ratio Perm c0.22 0.09 0.01 c0.51 0.32 v/c Ratio 0.92 0.30 0.35 0.04 0.90 0.61 0.61 0.84 Uniform Delay, d1 48.2 40.4 41.0 37.8 42.4 15.2 14.7 24.7 Progression Factor 1.00 1.00 1.00 1.00 1.47 0.63 1.00 1.00 Incremental Delay, d2 33.4 0.3 0.5 0.0 27.9 0.9 4.4 3.4 Delay (s) 81.6 40.7 41.5 37.9 90.1 10.5 19.1 28.1 Level of Service F D D D F B B C Approach Delay (s) 69.2 40.1 19.4 27.7 Approach LOS E D B C Intersection Summary HCM 2000 Control Delay 27.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 79.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 16: Brickell Avenue & SE 6th Street PM Peak Movement EBL EBR NBL NBT SBT SBR Lane Configurations Hit +1' Volume (veh/h) 0 153 0 1631 1861 102 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 0 172 0 1833 2091 115 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 346 188 pX, platoon unblocked 0.69 0.62 0.62 vC, conflicting volume 2759 754 2206 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 504 0 769 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free °A) 100 74 100 cM capacity (veh/h) 343 667 517 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 172 611 611 611 836 836 533 Volume Left 0 0 0 0 0 0 0 Volume Right 172 0 0 0 0 0 115 cSH 667 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.26 0.36 0.36 0.36 0.49 0.49 0.31 Queue Length 95th (ft) 26 0 0 0 0 0 0 Control Delay (s) 12.3 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 12.3 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 97: SE 6th Street & SE 1st Avenue PM Peak Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 86 139 40 19 2 129 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 97 156 45 21 2 145 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 66 405 56 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 66 405 56 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 94 100 86 cM capacity (veh/h) 1535 564 1011 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 253 66 147 Volume Left 97 0 2 Volume Right 0 21 145 cSH 1535 1700 999 Volume to Capacity 0.06 0.04 0.15 Queue Length 95th (ft) 5 0 13 Control Delay (s) 3.2 0.0 9.2 Lane LOS A A Approach Delay (s) 3.2 0.0 9.2 Approach LOS A Intersection Summary Average Delay 4.6 Intersection Capacity Utilization 33.5% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Background Conditions 98: SE 1st Avenue & SE 5th Street PM Peak Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 0 6 126 21 46 59 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 0 7 147 24 53 69 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 686 pX, platoon unblocked vC, conflicting volume 7 321 3 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 7 321 3 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free °A) 91 91 94 cM capacity (veh/h) 1614 612 1080 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 7 171 122 Volume Left 0 147 53 Volume Right 7 0 69 cSH 1700 1614 809 Volume to Capacity 0.00 0.09 0.15 Queue Length 95th (ft) 0 7 13 Control Delay (s) 0.0 6.5 10.2 Lane LOS A B Approach Delay (s) 0.0 6.5 10.2 Approach LOS B Intersection Summary Average Delay 7.9 Intersection Capacity Utilization 27.6% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Background Conditions.syn APPENDIX L: Future Total Conditions Analysis Timings 2018 Future Total Conditions 3: SW 1st Avenue & SW 7th Street AM PEAK 1- h Lane Group WBT NWL SWL SWR Lane Configurations Mut 19 r Volume (vph) 948 69 975 378 Turn Type NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 8 Detector Phase 2 7 8 8 Switch Phase Minimum Initial (s) 7.0 4.0 7.0 7.0 Minimum Split (s) 23.0 10.0 21.0 21.0 Total Split (s) 51.0 14.0 50.0 50.0 Total Split (%) 44.3% 12.2% 43.5% 43.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 1.0 1.0 1.0 Lost Time Adjust (s) -2.0 0.0 -1.0 -1.0 Total Lost Time (s) 4.0 5.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Min Min Min Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 70 (61%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 1st Avenue & SW 7th Street o2 LA] 411N7 I a8 I 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 3: SW 1st Avenue & SW 7th Street AM PEAK 1- Movement WBU WBL WBT NWL SWL SWR Lane Configurations 44 11 I Volume (vph) 8 224 948 69 975 378 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.0 4.0 4.0 Lane Util. Factor 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 0.85 Flt Protected 0.99 0.95 0.95 1.00 Satd. Flow (prot) 5018 1770 3429 1441 Flt Permitted 0.99 0.95 0.95 1.00 Satd. Flow (perm) 5018 1770 3429 1441 Peak -hour factor, PHF 0.92 0.96 0.96 0.92 0.96 0.96 Adj. Flow (vph) 9 233 988 75 1016 394 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 1230 75 1055 355 Confl. Peds. (#/hr) 9 Turn Type Perm Perm NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 2 2 8 Actuated Green, G (s) 50.8 8.3 39.9 39.9 Effective Green, g (s) 52.8 8.3 40.9 40.9 Actuated g/C Ratio 0.46 0.07 0.36 0.36 Clearance Time (s) 6.0 5.0 5.0 5.0 Vehicle Extension (s) 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 2303 127 1219 512 v/s Ratio Prot c0.04 c0.31 v/s Ratio Perm 0.25 0.25 v/c Ratio 0.53 0.59 0.87 0.69 Uniform Delay, d1 22.3 51.7 34.5 31.7 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 4.8 6.4 3.3 Delay (s) 23.2 56.5 40.9 35.0 Level of Service C E D C Approach Delay (s) 23.2 56.5 39.4 Approach LOS C E D Intersection Summary HCM 2000 Control Delay 32.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 69.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 4: S Miami Avenue & SW 7th Street AM PEAK 1- t Lane Group WBT NBL NBT Lane Configurations f t" 19 4+ Volume (vph) 859 356 703 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Detector Phase 4 2 2 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 Minimum Split (s) 20.5 22.5 22.5 Total Split (s) 40.0 70.0 70.0 Total Split (%) 36.4% 63.6% 63.6% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 0.0 0.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min C-Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 29 (26%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 4: S Miami Avenue & SW 7th Street ! IO2(R) 04 70 s I 4. K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 4: S Miami Avenue & SW 7th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ++"+ 19 4+ Volume (vph) 0 0 0 0 859 205 356 703 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.91 0.91 Frpb, ped/bikes 0.97 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 Frt 0.97 1.00 1.00 Flt Protected 1.00 0.95 1.00 Satd. Flow (prot) 4807 1590 3380 Flt Permitted 1.00 0.95 1.00 Satd. Flow (perm) 4807 1590 3380 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 0 904 216 375 740 0 0 0 0 RTOR Reduction (vph) 0 0 0 0 40 0 9 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 1080 0 328 778 0 0 0 0 Confl. Peds. (#/hr) 39 5 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Actuated Green, G (s) 28.8 73.2 73.2 Effective Green, g (s) 28.8 73.2 73.2 Actuated g/C Ratio 0.26 0.67 0.67 Clearance Time (s) 4.0 4.0 4.0 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 1258 1058 2249 v/s Ratio Prot c0.22 v/s Ratio Perm 0.21 0.23 v/c Ratio 0.86 0.31 0.35 Uniform Delay, d1 38.7 7.8 8.0 Progression Factor 1.00 0.32 0.35 Incremental Delay, d2 5.8 0.5 0.3 Delay (s) 44.5 3.0 3.1 Level of Service D A A Approach Delay (s) 0.0 44.5 3.1 0.0 Approach LOS A D A A Intersection Summary HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 101.0% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 5: Brickell Avenue & SW 7th Street AM PEAK Lane Group WBT NBL NBT SBL SBT SBR Lane Configurations 41, 1919 14+ 19 ++ ft Volume (vph) 803 457 1477 227 1285 305 Turn Type NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 2 Detector Phase 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 16.0 5.0 16.0 16.0 Minimum Split (s) 34.0 8.0 21.0 8.0 21.0 21.0 Total Split (s) 34.0 40.0 65.0 21.0 46.0 46.0 Total Split (%) 28.3% 33.3% 54.2% 17.5% 38.3% 38.3% Yellow Time (s) 4.0 3.0 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) -1.0 1.0 -1.0 1.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min None C-Min C-Min Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 86 (72%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 5: Brickell Avenue & SW 7th Street el 411 # L2 [F11 46s 4- 34 v ,) 21 t I 165 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 5: Brickell Avenue & SW 7th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 11119 14+ 11 ++ ri Volume (vph) 0 0 0 126 803 48 457 1477 283 227 1285 305 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.97 0.91 1.00 0.95 1.00 Frt 0.99 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3491 3433 4963 1770 3539 1583 Flt Permitted 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3491 3433 4963 1770 3539 1583 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 134 854 51 486 1571 301 241 1367 324 RTOR Reduction (vph) 0 0 0 0 3 0 0 24 0 0 0 39 Lane Group Flow (vph) 0 0 0 0 1036 0 486 1848 0 241 1367 285 Turn Type Perm NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 29.0 22.6 60.0 18.0 55.4 55.4 Effective Green, g (s) 30.0 21.6 61.0 17.0 56.4 56.4 Actuated g/C Ratio 0.25 0.18 0.51 0.14 0.47 0.47 Clearance Time (s) 5.0 3.0 5.0 3.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 872 617 2522 250 1663 744 v/s Ratio Prot c0.14 0.37 c0.14 c0.39 v/s Ratio Perm 0.30 0.18 v/c Ratio 1.19 0.79 0.73 0.96 0.82 0.38 Uniform Delay, d1 45.0 47.0 23.1 51.2 27.5 20.6 Progression Factor 1.00 1.00 1.00 0.82 1.50 1.56 Incremental Delay, d2 96.1 6.6 1.9 40.0 3.7 1.1 Delay (s) 141.1 53.6 25.0 81.7 44.7 33.2 Level of Service F D C F D C Approach Delay (s) 0.0 141.1 30.9 47.4 Approach LOS A F C D Intersection Summary HCM 2000 Control Delay 58.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.93 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 85.9% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 7: Residential DW & SE 5th Street AM PEAK Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 18 1 5 62 33 40 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 19 1 5 66 35 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 889 pX, platoon unblocked vC, conflicting volume 20 96 20 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 20 96 20 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 96 96 cM capacity (veh/h) 1596 900 1058 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 20 71 78 Volume Left 0 5 35 Volume Right 1 0 43 cSH 1700 1596 980 Volume to Capacity 0.01 0.00 0.08 Queue Length 95th (ft) 0 0 6 Control Delay (s) 0.0 0.6 9.0 Lane LOS A A Approach Delay (s) 0.0 0.6 9.0 Approach LOS A Intersection Summary Average Delay 4.4 Intersection Capacity Utilization 18.3% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 8: SW 1st Avenue & SW 8th Street AM PEAK Lane Group EBT SBT Lane Configurations "+ 4+ Volume (vph) 2359 602 Turn Type NA NA Protected Phases 2 4 Permitted Phases Detector Phase 2 4 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 21.0 21.0 Total Split (s) 70.0 40.0 Total Split (%) 63.6% 36.4% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min None Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 54 (49%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 8: SW 1st Avenue & SW 8th Street ! *02 (R) i 04 70 s I �10 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 8: SW 1st Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +1 i 4+ Volume (vph) 0 2359 560 0 0 0 0 0 0 525 602 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.95 Frpb, ped/bikes 0.99 1.00 Flpb, ped/bikes 1.00 0.99 Frt 0.97 1.00 Flt Protected 1.00 0.98 Satd. Flow (prot) 4897 3415 Flt Permitted 1.00 0.98 Satd. Flow (perm) 4897 3415 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 2537 602 0 0 0 0 0 0 565 647 0 RTOR Reduction (vph) 0 31 0 0 0 0 0 0 0 0 13 0 Lane Group Flow (vph) 0 3108 0 0 0 0 0 0 0 0 1199 0 Confl. Peds. (#/hr) 16 13 Turn Type NA Perm NA Protected Phases 2 4 Permitted Phases 4 Actuated Green, G (s) 65.0 35.0 Effective Green, g (s) 66.0 36.0 Actuated g/C Ratio 0.60 0.33 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 2938 1117 v/s Ratio Prot c0.63 v/s Ratio Perm 0.35 v/c Ratio 1.06 1.07 Uniform Delay, d1 22.0 37.0 Progression Factor 1.00 1.00 Incremental Delay, d2 34.5 48.8 Delay (s) 56.5 85.8 Level of Service E F Approach Delay (s) 56.5 0.0 0.0 85.8 Approach LOS E A A F Intersection Summary HCM 2000 Control Delay 64.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.06 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 96.9% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 9: S Miami Avenue & SW 8th Street AM PEAK Lane Group —IP At EBT NBT Lane Configurations Mut + " i Volume (vph) 2339 756 Turn Type NA NA Protected Phases 4 2 Permitted Phases Detector Phase 4 2 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 19.0 21.0 Total Split (s) 70.0 40.0 Total Split (%) 63.6% 36.4% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 93 (85%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 9: S Miami Avenue & SW 8th Street ! I 02 (R) 40 s _ �m4 I 7as K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 9: S Miami Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations illut 14 Volume (vph) 317 2339 0 0 0 0 0 756 125 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.91 Frpb, ped/bikes 1.00 0.99 Flpb, ped/bikes 0.99 1.00 Frt 1.00 0.98 Flt Protected 0.99 1.00 Satd. Flow (prot) 5027 4948 Flt Permitted 0.99 1.00 Satd. Flow (perm) 5027 4948 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 327 2411 0 0 0 0 0 779 129 0 0 0 RTOR Reduction (vph) 0 16 0 0 0 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 2722 0 0 0 0 0 905 0 0 0 0 Confl. Peds. (#/hr) 20 14 Turn Type Perm NA NA Protected Phases 4 2 Permitted Phases 4 Actuated Green, G (s) 65.3 34.7 Effective Green, g (s) 66.3 35.7 Actuated g/C Ratio 0.60 0.32 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 3029 1605 v/s Ratio Prot c0.18 v/s Ratio Perm 0.54 v/c Ratio 0.90 0.56 Uniform Delay, d1 18.9 30.7 Progression Factor 1.45 1.00 Incremental Delay, d2 0.4 1.4 Delay (s) 27.9 32.2 Level of Service C C Approach Delay (s) 27.9 0.0 32.2 0.0 Approach LOS C A C A Intersection Summary HCM 2000 Control Delay 28.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 75.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 10: Brickell Plaza & SW 8th Street AM PEAK Lane Group EBT NBT SBL SBT Lane Configurations I "ri Volume (vph) 1613 0 8 4 Turn Type NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 6 Detector Phase 4 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 21.0 21.0 Total Split (s) 59.0 51.0 51.0 51.0 Total Split (%) 53.6% 46.4% 46.4% 46.4% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min Min Min Min Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 4:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: Brickell Plaza & SW 8th Street t m2 m4 (Hi K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 10: Brickell Plaza & SW 8th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4144 Volume (vph) 469 1613 295 0 0 0 0 0 77 8 4 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 1.00 1.00 Frt 0.98 0.86 1.00 Flt Protected 0.99 1.00 0.97 Satd. Flow (prot) 4942 1611 1805 Flt Permitted 0.99 1.00 0.82 Satd. Flow (perm) 4942 1611 1524 Peak -hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 552 1898 347 0 0 0 0 0 91 9 5 0 RTOR Reduction (vph) 0 6 0 0 0 0 0 18 0 0 0 0 Lane Group Flow (vph) 0 2791 0 0 0 0 0 73 0 0 14 0 Turn Type Perm NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 4 6 Actuated Green, G (s) 89.7 10.3 10.3 Effective Green, g (s) 90.7 11.3 11.3 Actuated g/C Ratio 0.82 0.10 0.10 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 4074 165 156 v/s Ratio Prot c0.05 v/s Ratio Perm 0.56 0.01 v/c Ratio 0.69 0.44 0.09 Uniform Delay, d1 3.9 46.4 44.7 Progression Factor 1.65 1.00 1.00 Incremental Delay, d2 0.6 1.9 0.3 Delay (s) 7.0 48.3 44.9 Level of Service A D D Approach Delay (s) 7.0 0.0 48.3 44.9 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 8.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 61.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 11: Brickell Avenue & SW 8th Street AM PEAK Lane Group EBL EBT WBL WBT WBR NBT SBL SBT Lane Configurations '1 19 r + ',19 +44 Volume (vph) 618 790 258 0 649 946 392 906 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 8 8 4 4 4 6 5 2 Permitted Phases Detector Phase 8 8 4 4 4 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 12.0 12.0 12.0 32.0 9.0 32.0 Total Split (s) 46.0 46.0 35.0 35.0 35.0 48.0 21.0 69.0 Total Split (%) 30.7% 30.7% 23.3% 23.3% 23.3% 32.0% 14.0% 46.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Min None C-Min Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 11: Brickell Avenue & SW 8th Street 69 35.s 'a5 t o. 6 (R ) I 4� s 21 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 11: Brickell Avenue & SW 8th Street AM PEAK Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '1 t"ri 19 ft + 1915 14+ Volume (vph) 618 790 243 258 0 649 0 946 258 392 906 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.95 0.91 0.95 0.91 0.97 0.91 Frt 1.00 0.96 1.00 0.86 0.85 0.97 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3414 1681 1455 1504 4922 3433 5085 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3414 1681 1455 1504 4922 3433 5085 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 657 840 259 274 0 690 0 1006 274 417 964 0 RTOR Reduction (vph) 0 19 0 0 0 161 0 33 0 0 0 0 Lane Group Flow (vph) 657 1080 0 247 358 198 0 1247 0 417 964 0 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 8 8 4 4 4 6 5 2 Permitted Phases Actuated Green, G (s) 41.0 41.0 32.4 32.4 32.4 40.6 17.0 61.6 Effective Green, g (s) 42.0 42.0 33.4 33.4 33.4 41.6 17.0 62.6 Actuated g/C Ratio 0.28 0.28 0.22 0.22 0.22 0.28 0.11 0.42 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 Vehicle Extension (s) 2.5 2.5 3.0 3.0 3.0 1.0 2.0 1.0 Lane Grp Cap (vph) 961 955 374 323 334 1365 389 2122 v/s Ratio Prot 0.19 c0.32 0.15 c0.25 0.13 c0.25 c0.12 0.19 v/s Ratio Perm v/c Ratio 0.68 1.13 0.66 1.11 0.59 0.91 1.07 0.45 Uniform Delay, d1 48.1 54.0 53.1 58.3 52.2 52.5 66.5 31.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.9 72.0 4.3 82.5 2.8 10.9 66.1 0.7 Delay (s) 49.9 126.0 57.5 140.8 55.0 63.3 132.6 32.1 Level of Service D F E F E E F C Approach Delay (s) 97.5 87.5 63.3 62.5 Approach LOS F F E E Intersection Summary HCM 2000 Control Delay 78.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 91.9% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 13: S Miami Avenue & SE 6th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Volume (veh/h) 1 1 0 0 2 179 0 659 194 0 0 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 1 1 0 0 2 201 0 740 218 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 355 pX, platoon unblocked 0.91 0.91 0.91 0.91 0.91 0.91 vC, conflicting volume 572 958 0 850 849 479 0 958 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 325 750 0 631 630 222 0 750 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 100 100 99 72 100 100 cM capacity (veh/h) 391 307 1084 331 360 709 1622 776 Direction, Lane # EB 1 WB 1 NB 1 NB 2 Volume Total 2 203 370 588 Volume Left 1 0 0 0 Volume Right 0 201 0 218 cSH 344 701 1622 1700 Volume to Capacity 0.01 0.29 0.00 0.35 Queue Length 95th (ft) 0 30 0 0 Control Delay (s) 15.5 12.2 0.0 0.0 Lane LOS C B Approach Delay (s) 15.5 12.2 0.0 Approach LOS C B Intersection Summary Average Delay 2.2 Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 14: SE 6th Street & Retail DW AM PEAK Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 35 155 166 20 18 6 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 38 168 180 22 20 7 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 202 436 191 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 202 436 191 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 97 99 cM capacity (veh/h) 1370 562 850 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 207 202 26 Volume Left 38 0 20 Volume Right 0 22 7 cSH 1370 1700 614 Volume to Capacity 0.03 0.12 0.04 Queue Length 95th (ft) 2 0 3 Control Delay (s) 1.6 0.0 11.1 Lane LOS A B Approach Delay (s) 1.6 0.0 11.1 Approach LOS B Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 33.4% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 15: Brickell Avenue & SE 5th Street AM PEAK f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations ' "ri 4 ft ' +144 19 1144 Volume (vph) 111 7 55 9 64 248 1134 79 1674 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 36.0 36.0 36.0 8.0 30.0 8.0 30.0 Total Split (s) 27.0 27.0 27.0 27.0 27.0 17.0 76.0 17.0 76.0 Total Split (%) 22.5% 22.5% 22.5% 22.5% 22.5% 14.2% 63.3% 14.2% 63.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 1.0 -1.0 1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 25 (21%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 15: Brickell Avenue & SE 5th Street tI:Ft) 173 173 I I76 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 15: Brickell Avenue & SE 5th Street AM PEAK t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 4 ft 19 ++ 11 att Volume (vph) 111 7 113 55 9 64 248 1134 68 79 1674 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.86 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.96 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1599 1786 1583 1770 5042 1770 5040 Flt Permitted 0.69 1.00 0.50 1.00 0.06 1.00 0.18 1.00 Satd. Flow (perm) 1291 1599 923 1583 106 5042 337 5040 Peak -hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 129 8 131 64 10 74 288 1319 79 92 1947 123 RTOR Reduction (vph) 0 112 0 0 0 63 0 4 0 0 6 0 Lane Group Flow (vph) 129 27 0 0 74 11 288 1394 0 92 2064 0 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Actuated Green, G (s) 16.5 16.5 16.5 16.5 93.5 84.4 73.3 67.2 Effective Green, g (s) 17.5 17.5 17.5 17.5 92.5 85.4 71.3 68.2 Actuated g/C Ratio 0.15 0.15 0.15 0.15 0.77 0.71 0.59 0.57 Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 188 233 134 230 390 3588 261 2864 v/s Ratio Prot 0.02 c0.14 0.28 0.01 0.41 v/s Ratio Perm c0.10 0.08 0.01 c0.43 0.19 v/c Ratio 0.69 0.12 0.55 0.05 0.74 0.39 0.35 0.72 Uniform Delay, d1 48.6 44.5 47.6 44.1 34.5 6.9 10.4 18.9 Progression Factor 1.00 1.00 1.00 1.00 0.48 2.33 1.00 1.00 Incremental Delay, d2 9.1 0.2 3.9 0.1 4.3 0.2 0.3 1.6 Delay (s) 57.8 44.7 51.5 44.1 20.9 16.3 10.7 20.5 Level of Service E D D D C B B C Approach Delay (s) 51.0 47.8 17.1 20.1 Approach LOS D D B C Intersection Summary HCM 2000 Control Delay 21.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 16: Brickell Avenue & SE 6th Street AM PEAK Movement EBL EBR NBL NBT SBT SBR Lane Configurations Hit +1' Volume (veh/h) 0 49 0 1479 1792 37 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 0 55 0 1662 2013 42 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 346 188 pX, platoon unblocked 0.84 0.70 0.70 vC, conflicting volume 2588 692 2055 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 0 1020 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free °A) 100 93 100 cM capacity (veh/h) 862 762 475 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 55 554 554 554 805 805 444 Volume Left 0 0 0 0 0 0 0 Volume Right 55 0 0 0 0 0 42 cSH 762 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.07 0.33 0.33 0.33 0.47 0.47 0.26 Queue Length 95th (ft) 6 0 0 0 0 0 0 Control Delay (s) 10.1 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 10.1 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 45.4% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 97: SE 6th Street & SE 1st Avenue AM PEAK Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 117 100 41 9 6 145 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 127 109 45 10 7 158 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 54 412 49 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 54 412 49 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 92 99 85 cM capacity (veh/h) 1551 547 1019 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 236 54 164 Volume Left 127 0 7 Volume Right 0 10 158 cSH 1551 1700 985 Volume to Capacity 0.08 0.03 0.17 Queue Length 95th (ft) 7 0 15 Control Delay (s) 4.4 0.0 9.4 Lane LOS A A Approach Delay (s) 4.4 0.0 9.4 Approach LOS A Intersection Summary Average Delay 5.7 Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 98: SE 1st Avenue & SE 5th Street AM PEAK Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 23 35 115 35 47 79 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 24 37 122 37 50 84 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 636 pX, platoon unblocked vC, conflicting volume 62 325 43 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 62 325 43 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 92 92 92 cM capacity (veh/h) 1541 616 1027 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 62 160 134 Volume Left 0 122 50 Volume Right 37 0 84 cSH 1700 1541 822 Volume to Capacity 0.04 0.08 0.16 Queue Length 95th (ft) 0 6 15 Control Delay (s) 0.0 5.9 10.2 Lane LOS A B Approach Delay (s) 0.0 5.9 10.2 Approach LOS B Intersection Summary Average Delay 6.5 Intersection Capacity Utilization 29.0% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\AM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 3: SW 1st Avenue & SW 7th Street PM Peak 1- h Lane Group WBT NWL SWL SWR Lane Configurations Mut 19 r Volume (vph) 2048 12 1041 374 Turn Type NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 8 Detector Phase 2 7 8 8 Switch Phase Minimum Initial (s) 7.0 4.0 7.0 7.0 Minimum Split (s) 21.0 10.0 21.0 21.0 Total Split (s) 64.0 10.0 41.0 41.0 Total Split (%) 55.7% 8.7% 35.7% 35.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 1.0 1.0 Lost Time Adjust (s) -2.0 0.0 -1.0 -1.0 Total Lost Time (s) 4.0 6.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Min Min None None Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 77 (67%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 1st Avenue & SW 7th Street 1- I a2 l61 64s 44-\07 1 a LIGd 41 t I 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 3: SW 1st Avenue & SW 7th Street PM Peak 1- Movement WBU WBL WBT NWL SWL SWR Lane Configurations 44 11 I Volume (vph) 41 404 2048 12 1041 374 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.0 4.0 4.0 Lane Util. Factor 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 Frt 1.00 1.00 0.99 0.85 Flt Protected 0.99 0.95 0.95 1.00 Satd. Flow (prot) 4999 1770 3429 1441 Flt Permitted 0.99 0.95 0.95 1.00 Satd. Flow (perm) 4999 1770 3429 1441 Peak -hour factor, PHF 0.92 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 45 421 2133 12 1084 390 RTOR Reduction (vph) 0 0 0 0 0 0 Lane Group Flow (vph) 0 0 2599 12 1123 351 Confl. Peds. (#/hr) 20 Turn Type Perm Perm NA NA NA Perm Protected Phases 2 7 8 Permitted Phases 2 2 8 Actuated Green, G (s) 58.0 4.0 36.0 36.0 Effective Green, g (s) 60.0 4.0 37.0 37.0 Actuated g/C Ratio 0.52 0.03 0.32 0.32 Clearance Time (s) 6.0 6.0 5.0 5.0 Vehicle Extension (s) 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 2608 61 1103 463 v/s Ratio Prot c0.01 c0.33 v/s Ratio Perm 0.52 0.24 v/c Ratio 1.00 0.20 1.02 0.76 Uniform Delay, d1 27.4 53.9 39.0 35.0 Progression Factor 1.09 1.00 1.00 1.00 Incremental Delay, d2 8.4 0.6 31.7 6.2 Delay (s) 38.3 54.5 70.7 41.2 Level of Service D D E D Approach Delay (s) 38.3 54.5 63.7 Approach LOS D D E Intersection Summary HCM 2000 Control Delay 47.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 14.0 Intersection Capacity Utilization 97.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 4: S Miami Avenue & SW 7th Street PM Peak 1- t Lane Group WBT NBL NBT Lane Configurations f t" 19 4+ Volume (vph) 1928 725 1117 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Detector Phase 4 2 2 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 Minimum Split (s) 20.5 22.5 22.5 Total Split (s) 60.4 54.6 54.6 Total Split (%) 52.5% 47.5% 47.5% Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 0.5 0.5 0.5 Lost Time Adjust (s) -0.5 -0.5 -0.5 Total Lost Time (s) 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min C-Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 46.6 (41%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 4: S Miami Avenue & SW 7th Street ! 1 02 (R) 04 54,S s 60.4 s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 4: S Miami Avenue & SW 7th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ++"+ 19 4+ Volume (vph) 0 0 0 0 1928 443 725 1117 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 Lane Util. Factor 0.91 0.91 0.91 Frpb, ped/bikes 0.97 1.00 1.00 Flpb, ped/bikes 1.00 0.99 1.00 Frt 0.97 1.00 1.00 Flt Protected 1.00 0.95 0.99 Satd. Flow (prot) 4813 1593 3369 Flt Permitted 1.00 0.95 0.99 Satd. Flow (perm) 4813 1593 3369 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 0 2029 466 763 1176 0 0 0 0 RTOR Reduction (vph) 0 0 0 0 14 0 8 0 0 0 0 0 Lane Group Flow (vph) 0 0 0 0 2481 0 618 1313 0 0 0 0 Confl. Peds. (#/hr) 38 4 Turn Type NA Perm NA Protected Phases 4 2 Permitted Phases 2 Actuated Green, G (s) 57.9 48.1 48.1 Effective Green, g (s) 58.4 48.6 48.6 Actuated g/C Ratio 0.51 0.42 0.42 Clearance Time (s) 4.5 4.5 4.5 Vehicle Extension (s) 1.0 1.0 1.0 Lane Grp Cap (vph) 2444 673 1423 v/s Ratio Prot c0.52 v/s Ratio Perm 0.39 0.39 v/c Ratio 1.02 0.92 0.92 Uniform Delay, d1 28.3 31.3 31.4 Progression Factor 1.00 0.84 0.85 Incremental Delay, d2 22.0 14.5 8.2 Delay (s) 50.3 40.6 34.8 Level of Service D D C Approach Delay (s) 0.0 50.3 36.7 0.0 Approach LOS A D D A Intersection Summary HCM 2000 Control Delay 44.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 137.8% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 5: Brickell Avenue & SW 7th Street PM Peak 4- Lane Group WBT NBL NBT SBL SBT SBR Lane Configurations 41, 1919 14+ 19 ++ ft Volume (vph) 255 670 1570 25 1624 588 Turn Type NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 2 Detector Phase 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 16.0 5.0 16.0 16.0 Minimum Split (s) 34.0 8.0 21.0 8.0 21.0 21.0 Total Split (s) 36.0 29.0 84.0 10.0 65.0 65.0 Total Split (%) 27.7% 22.3% 64.6% 7.7% 50.0% 50.0% Yellow Time (s) 4.0 3.0 4.0 3.0 4.0 4.0 All -Red Time (s) 1.0 0.0 1.0 0.0 1.0 1.0 Lost Time Adjust (s) -1.0 1.0 -1.0 1.0 -1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min None C-Min C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 16 (12%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 130 Control Type: Actuated -Coordinated Splits and Phases: 5: Brickell Avenue & SW 7th Street al 29s ■ft L [kJ 6bs 4- 3G a5 ti64R1 V 1 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 5: Brickell Avenue & SW 7th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 11119 14+ 11 ++ ri Volume (vph) 0 0 0 74 255 110 670 1570 12 25 1624 588 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.95 0.97 0.91 1.00 0.95 1.00 Frt 0.96 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3378 3433 5079 1770 3539 1583 Flt Permitted 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3378 3433 5079 1770 3539 1583 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 79 271 117 713 1670 13 27 1728 626 RTOR Reduction (vph) 0 0 0 0 27 0 0 1 0 0 0 80 Lane Group Flow (vph) 0 0 0 0 440 0 713 1682 0 27 1728 546 Turn Type Perm NA Prot NA Prot NA Perm Protected Phases 4 1 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 22.2 34.6 89.7 5.1 60.2 60.2 Effective Green, g (s) 23.2 33.6 90.7 4.1 61.2 61.2 Actuated g/C Ratio 0.18 0.26 0.70 0.03 0.47 0.47 Clearance Time (s) 5.0 3.0 5.0 3.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 602 887 3543 55 1666 745 v/s Ratio Prot c0.21 0.33 0.02 c0.49 v/s Ratio Perm 0.13 0.34 v/c Ratio 0.73 0.80 0.47 0.49 1.04 0.73 Uniform Delay, d1 50.4 45.1 8.9 61.9 34.4 27.8 Progression Factor 1.00 1.00 1.00 1.06 0.42 0.22 Incremental Delay, d2 4.6 5.3 0.5 4.3 28.1 4.1 Delay (s) 55.0 50.4 9.3 69.9 42.7 10.1 Level of Service E D A E D B Approach Delay (s) 0.0 55.0 21.6 34.4 Approach LOS A E C C Intersection Summary HCM 2000 Control Delay 30.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 86.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 8: SW 1st Avenue & SW 8th Street PM Peak Lane Group Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary EBT 1797 NA 2 SBT 990 NA 4 2 4 7.0 7.0 21.0 21.0 59.0 56.0 51.3% 48.7% 4.0 4.0 1.0 1.0 -1.0 -1.0 4.0 4.0 C-Min None Cycle Length: 115 Actuated Cycle Length: 115 Offset: 80 (70%), Referenced to phase 2:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: ! +m2 (R) 53 s 8: SW 1st Avenue & SW 8th Street K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 8: SW 1st Avenue & SW 8th Street PM Peak f 1- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +1 i 4+ Volume (vph) 0 1797 411 0 0 0 0 0 0 456 990 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.95 Frpb, ped/bikes 0.99 1.00 Flpb, ped/bikes 1.00 0.99 Frt 0.97 1.00 Flt Protected 1.00 0.98 Satd. Flow (prot) 4895 3442 Flt Permitted 1.00 0.98 Satd. Flow (perm) 4895 3442 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 0 1932 442 0 0 0 0 0 0 490 1065 0 RTOR Reduction (vph) 0 24 0 0 0 0 0 0 0 0 10 0 Lane Group Flow (vph) 0 2350 0 0 0 0 0 0 0 0 1545 0 Confl. Peds. (#/hr) 19 18 Turn Type NA Perm NA Protected Phases 2 4 Permitted Phases 4 Actuated Green, G (s) 54.0 51.0 Effective Green, g (s) 55.0 52.0 Actuated g/C Ratio 0.48 0.45 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 2341 1556 v/s Ratio Prot c0.48 v/s Ratio Perm 0.45 v/c Ratio 1.00 0.99 Uniform Delay, d1 30.0 31.3 Progression Factor 1.00 0.49 Incremental Delay, d2 19.5 10.1 Delay (s) 49.5 25.4 Level of Service D C Approach Delay (s) 49.5 0.0 0.0 25.4 Approach LOS D A A C Intersection Summary HCM 2000 Control Delay 40.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 91.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 9: S Miami Avenue & SW 8th Street PM Peak Lane Group —IP At EBT NBT Lane Configurations Mut + " i Volume (vph) 1377 941 Turn Type NA NA Protected Phases 4 2 Permitted Phases Detector Phase 4 2 Switch Phase Minimum Initial (s) 7.0 7.0 Minimum Split (s) 19.0 21.0 Total Split (s) 58.0 57.0 Total Split (%) 50.4% 49.6% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 Total Lost Time (s) 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 67 (58%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 9: S Miami Avenue & SW 8th Street ! I 02 (R) 04 57s I 59s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 9: S Miami Avenue & SW 8th Street PM Peak f 1- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations illut 14 Volume (vph) 944 1377 0 0 0 0 0 941 107 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.91 0.91 Frpb, ped/bikes 1.00 0.99 Flpb, ped/bikes 0.97 1.00 Frt 1.00 0.98 Flt Protected 0.98 1.00 Satd. Flow (prot) 4814 4969 Flt Permitted 0.98 1.00 Satd. Flow (perm) 4814 4969 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 973 1420 0 0 0 0 0 970 110 0 0 0 RTOR Reduction (vph) 0 33 0 0 0 0 0 10 0 0 0 0 Lane Group Flow (vph) 0 2360 0 0 0 0 0 1070 0 0 0 0 Confl. Peds. (#/hr) 34 30 Turn Type Perm NA NA Protected Phases 4 2 Permitted Phases 4 Actuated Green, G (s) 56.8 48.2 Effective Green, g (s) 57.8 49.2 Actuated g/C Ratio 0.50 0.43 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 1.0 1.0 Lane Grp Cap (vph) 2419 2125 v/s Ratio Prot c0.22 v/s Ratio Perm 0.49 v/c Ratio 1.09d1 0.50 Uniform Delay, d1 27.9 24.0 Progression Factor 0.59 1.00 Incremental Delay, d2 2.1 0.9 Delay (s) 18.5 24.8 Level of Service B C Approach Delay (s) 18.5 0.0 24.8 0.0 Approach LOS B A C A Intersection Summary HCM 2000 Control Delay 20.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 111.2% ICU Level of Service H Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 10: Brickell Plaza & SW 8th Street PM Peak Lane Group EBT NBT SBL SBT Lane Configurations I "ri Volume (vph) 1018 0 119 41 Turn Type NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 6 Detector Phase 4 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 21.0 21.0 Total Split (s) 65.0 50.0 50.0 50.0 Total Split (%) 56.5% 43.5% 43.5% 43.5% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Max Min Min Min Intersection Summary Cycle Length: 115 Actuated Cycle Length: 115 Offset: 49 (43%), Referenced to phase 4:EBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Splits and Phases: 10: Brickell Plaza & SW 8th Street t o2 —►m4 (fl) 56 g 1 m6 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 10: Brickell Plaza & SW 8th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4144 Volume (vph) 74 1018 222 0 0 0 0 0 110 119 41 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 Lane Util. Factor 0.91 1.00 1.00 Frt 0.97 0.86 1.00 Flt Protected 1.00 1.00 0.96 Satd. Flow (prot) 4943 1611 1796 Flt Permitted 1.00 1.00 0.63 Satd. Flow (perm) 4943 1611 1178 Peak -hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 87 1198 261 0 0 0 0 0 129 140 48 0 RTOR Reduction (vph) 0 16 0 0 0 0 0 40 0 0 0 0 Lane Group Flow (vph) 0 1530 0 0 0 0 0 89 0 0 188 0 Turn Type Perm NA NA Perm NA Protected Phases 4 2 6 Permitted Phases 4 6 Actuated Green, G (s) 82.6 22.4 22.4 Effective Green, g (s) 82.6 22.4 22.4 Actuated g/C Ratio 0.72 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 3550 313 229 v/s Ratio Prot 0.06 v/s Ratio Perm 0.31 c0.16 v/c Ratio 0.43 0.28 0.82 Uniform Delay, d1 6.6 39.5 44.4 Progression Factor 2.29 1.00 1.00 Incremental Delay, d2 0.2 0.5 20.5 Delay (s) 15.4 40.0 64.8 Level of Service B D E Approach Delay (s) 15.4 0.0 40.0 64.8 Approach LOS B A D E Intersection Summary HCM 2000 Control Delay 22.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 115.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 11: Brickell Avenue & SW 8th Street PM Peak Lane Group EBL EBT WBL WBT WBR NBT SBL SBT Lane Configurations 191 19 r 1919 +44 Volume (vph) 480 572 309 0 637 1146 388 1347 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 8 8 4 4 4 6 5 2 Permitted Phases Detector Phase 8 8 4 4 4 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 12.0 12.0 12.0 32.0 9.0 32.0 Total Split (s) 39.0 39.0 46.0 46.0 46.0 44.0 21.0 65.0 Total Split (%) 26.0% 26.0% 30.7% 30.7% 30.7% 29.3% 14.0% 43.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Min None C-Min Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 140 Control Type: Actuated -Coordinated Splits and Phases: 11: Brickell Avenue & SW 8th Street ito4 tk6 (RI 1 44 S K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 11: Brickell Avenue & SW 8th Street PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '1 t"ri 19 ft + 1915 14+ Volume (vph) 480 572 263 309 0 637 0 1146 217 388 1347 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.95 0.95 0.91 0.95 0.91 0.97 0.91 Frt 1.00 0.95 1.00 0.86 0.85 0.98 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3433 3372 1681 1458 1504 4964 3433 5085 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3433 3372 1681 1458 1504 4964 3433 5085 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 511 609 280 329 0 678 0 1219 231 413 1433 0 RTOR Reduction (vph) 0 36 0 0 0 167 0 18 0 0 0 0 Lane Group Flow (vph) 511 853 0 296 358 186 0 1432 0 413 1433 0 Turn Type Split NA Split NA Prot NA Prot NA Protected Phases 8 8 4 4 4 6 5 2 Permitted Phases Actuated Green, G (s) 35.7 35.7 39.3 39.3 39.3 39.0 17.0 60.0 Effective Green, g (s) 36.7 36.7 40.3 40.3 40.3 40.0 17.0 61.0 Actuated g/C Ratio 0.24 0.24 0.27 0.27 0.27 0.27 0.11 0.41 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 Vehicle Extension (s) 2.5 2.5 3.0 3.0 3.0 1.0 2.0 1.0 Lane Grp Cap (vph) 839 825 451 391 404 1323 389 2067 v/s Ratio Prot 0.15 c0.25 0.18 c0.25 0.12 c0.29 c0.12 0.28 v/s Ratio Perm v/c Ratio 0.61 1.03 0.66 0.92 0.46 1.08 1.06 0.69 Uniform Delay, d1 50.3 56.6 48.7 53.2 45.8 55.0 66.5 36.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.1 40.6 3.4 25.6 0.8 50.2 62.9 1.9 Delay (s) 51.3 97.2 52.1 78.8 46.6 105.2 129.4 38.7 Level of Service D F D E D F F D Approach Delay (s) 80.5 59.7 105.2 59.0 Approach LOS F E F E Intersection Summary HCM 2000 Control Delay 76.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.02 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 90.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 13: S Miami Avenue & SE 6th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Volume (veh/h) 3 0 0 0 2 240 1 1071 379 0 0 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 3 0 0 0 2 270 1 1203 426 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 355 pX, platoon unblocked 0.64 0.64 0.64 0.64 0.64 0.64 vC, conflicting volume 875 1631 0 1419 1419 815 0 1629 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 864 0 531 531 0 0 860 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 100 100 100 99 61 100 100 cM capacity (veh/h) 398 186 1084 276 290 695 1622 498 Direction, Lane # EB 1 WB 1 NB 1 NB 2 Volume Total 3 272 603 1028 Volume Left 3 0 1 0 Volume Right 0 270 0 426 cSH 398 687 1622 1700 Volume to Capacity 0.01 0.40 0.00 0.60 Queue Length 95th (ft) 1 47 0 0 Control Delay (s) 14.1 13.6 0.0 0.0 Lane LOS B B A Approach Delay (s) 14.1 13.6 0.0 Approach LOS B B Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 14: SE 6th Street & Retail DW PM Peak Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 134 247 163 77 170 54 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 151 278 183 87 191 61 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 270 805 226 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 270 805 226 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 88 39 93 cM capacity (veh/h) 1294 311 813 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 428 270 252 Volume Left 151 0 191 Volume Right 0 87 61 cSH 1294 1700 365 Volume to Capacity 0.12 0.16 0.69 Queue Length 95th (ft) 10 0 123 Control Delay (s) 3.6 0.0 34.1 Lane LOS A D Approach Delay (s) 3.6 0.0 34.1 Approach LOS D Intersection Summary Average Delay 10.7 Intersection Capacity Utilization 56.4% ICU Level of Service B Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn Timings 2018 Future Total Conditions 15: Brickell Avenue & SE 5th Street PM Peak f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations ' "ri 4 r 1 + 19 44i Volume (vph) 275 2 74 17 54 216 1585 83 1863 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 36.0 36.0 36.0 36.0 36.0 8.0 30.0 8.0 30.0 Total Split (s) 36.0 36.0 36.0 36.0 36.0 23.0 80.0 14.0 71.0 Total Split (%) 27.7% 27.7% 27.7% 27.7% 27.7% 17.7% 61.5% 10.8% 54.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 3.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) -1.0 -1.0 -1.0 -1.0 1.0 -1.0 1.0 -1.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 5 (4%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 15: Brickell Avenue & SE 5th Street ml t,2 j 14s ass 1 1 ray # �l eat., I d"1 1 80s K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Signalized Intersection Capacity Analysis 2018 Future Total Conditions 15: Brickell Avenue & SE 5th Street PM Peak t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' "ri 4 ft 19 ++ 11 att Volume (vph) 275 2 99 74 17 54 216 1585 64 83 1863 185 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.85 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.96 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1588 1790 1583 1770 5056 1770 5016 Flt Permitted 0.65 1.00 0.69 1.00 0.06 1.00 0.07 1.00 Satd. Flow (perm) 1212 1588 1289 1583 108 5056 131 5016 Peak -hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 320 2 115 86 20 63 251 1843 74 97 2166 215 RTOR Reduction (vph) 0 84 0 0 0 46 0 3 0 0 9 0 Lane Group Flow (vph) 320 33 0 0 106 17 251 1914 0 97 2372 0 Turn Type Perm NA Perm NA Perm pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 6 Actuated Green, G (s) 34.1 34.1 34.1 34.1 85.9 75.3 73.3 65.7 Effective Green, g (s) 35.1 35.1 35.1 35.1 84.9 76.3 71.3 66.7 Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.65 0.59 0.55 0.51 Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 327 428 348 427 277 2967 155 2573 v/s Ratio Prot 0.02 c0.11 0.38 0.03 c0.47 v/s Ratio Perm c0.26 0.08 0.01 0.48 0.31 v/c Ratio 0.98 0.08 0.30 0.04 0.91 0.64 0.63 0.92 Uniform Delay, d1 47.1 35.4 37.7 35.0 43.0 17.8 17.3 29.2 Progression Factor 1.00 1.00 1.00 1.00 1.37 0.65 1.00 1.00 Incremental Delay, d2 43.5 0.1 0.4 0.0 28.7 1.0 5.6 6.9 Delay (s) 90.5 35.4 38.1 35.0 87.4 12.6 22.9 36.1 Level of Service F D D D F B C D Approach Delay (s) 75.8 37.0 21.2 35.6 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 33.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.94 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 84.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 16: Brickell Avenue & SE 6th Street PM Peak Movement EBL EBR NBL NBT SBT SBR Lane Configurations Hit +1' Volume (veh/h) 0 230 0 1641 1863 144 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 0 258 0 1844 2093 162 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 346 188 pX, platoon unblocked 0.64 0.56 0.56 vC, conflicting volume 2789 779 2255 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 245 0 518 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free °A) 100 58 100 cM capacity (veh/h) 461 611 589 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 258 615 615 615 837 837 580 Volume Left 0 0 0 0 0 0 0 Volume Right 258 0 0 0 0 0 162 cSH 611 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.42 0.36 0.36 0.36 0.49 0.49 0.34 Queue Length 95th (ft) 52 0 0 0 0 0 0 Control Delay (s) 15.1 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 15.1 0.0 0.0 Approach LOS C Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 60.1% ICU Level of Service B Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 17: Residential DW & SE 5th Street PM Peak Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 33 5 31 116 5 4 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 38 6 36 135 6 5 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 889 pX, platoon unblocked vC, conflicting volume 44 248 41 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 44 248 41 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free °A) 98 99 100 cM capacity (veh/h) 1564 723 1030 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 44 171 10 Volume Left 0 36 6 Volume Right 6 0 5 cSH 1700 1564 833 Volume to Capacity 0.03 0.02 0.01 Queue Length 95th (ft) 0 2 1 Control Delay (s) 0.0 1.7 9.4 Lane LOS A A Approach Delay (s) 0.0 1.7 9.4 Approach LOS A Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 24.5% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 97: SE 6th Street & SE 1st Avenue PM Peak Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Volume (veh/h) 201 216 82 19 2 166 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 226 243 92 21 2 187 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 113 797 103 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 113 797 103 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 85 99 80 cM capacity (veh/h) 1476 301 952 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 469 113 189 Volume Left 226 0 2 Volume Right 0 21 187 cSH 1476 1700 928 Volume to Capacity 0.15 0.07 0.20 Queue Length 95th (ft) 14 0 19 Control Delay (s) 4.5 0.0 9.9 Lane LOS A A Approach Delay (s) 4.5 0.0 9.9 Approach LOS A Intersection Summary Average Delay 5.2 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn HCM Unsignalized Intersection Capacity Analysis 2018 Future Total Conditions 98: SE 1st Avenue & SE 5th Street PM Peak Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 2 35 133 31 114 106 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 2 41 155 36 133 123 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 688 pX, platoon unblocked vC, conflicting volume 43 368 23 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 43 368 23 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 90 77 88 cM capacity (veh/h) 1566 570 1054 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 43 191 256 Volume Left 0 155 133 Volume Right 41 0 123 cSH 1700 1566 732 Volume to Capacity 0.03 0.10 0.35 Queue Length 95th (ft) 0 8 39 Control Delay (s) 0.0 6.3 12.5 Lane LOS A B Approach Delay (s) 0.0 6.3 12.5 Approach LOS B Intersection Summary Average Delay 9.0 Intersection Capacity Utilization 35.1% ICU Level of Service A Analysis Period (min) 15 K:\FTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\Synchro\Update November 2012\PM 2018 - Future Total Conditions.syn APPENDIX M: Gate Entry Analysis AM Peak SE 5th Street and Residential Driveway Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: A.M. peak hour Arrival Rate: 6 vph at access Service Rate: 300 vph x 1 lane = 300 vph (based on Table 3-1: proximity card reader — sharp turn) Traffic Intensity: 0.02 = Queue = 1 vehicle Available queue storage = 6 vehicles 30 _0 28 26 0 24 CL 2 2 20 cc 1 18 wo [n 16 Z 14 Q 12 1 co O 0 ccr 8 O O cr 4 w c� 2 w CC 0 22% PROBIABILITY 90% PROBABILI—Y ---________ 85% PROBABILITY ------ 80% PROS BILLY AVEFACE UEUE I 1 0 0.2 0.4 0 6 TRAFFIC INTENSITY (ARRIV RATE DIVIDED BY SERVICE RATE) Figure 3-9 Single- •.nnel queue curves. 0.8 Intensity = 0.02 Queue = 1 vehicle K:AFTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\entry gate analysis\Entry Gate Calcs AM Peak.doc SE 6th Street and Retail Driveway Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: A.M. peak hour Arrival Rate: 55 vph at access Service Rate: 257 vph x 1 lane = 257 vph (based on Table 3-1: ticket spitter — push button — sharp turn) Traffic Intensity: 0.21 = Queue = 1 vehicle Available queue storage = 6 vehicles 30 _0 28 26 0 24 0 - S L 20 32 Ci 1 18 [n 18 • 14 O 12 u1 1 0 CO O CC z 8 O O cC 4 c� 2 w CC 0 90% PROBABILITY — � 90% PROBABILI—Y 85% ::::;:z: I 80% AVEF ACE QUEUE 4 I 0 0.2 \ 0 4 0 6 AFFIC INTENSITY (ARRIVAL RA DIVIDED BY SERVICE RATE) Figure 3-9 Single -than !queue curves. 0.8 Intensity = 0.21 Queue = 1 vehicle K:AFTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\entry gate analysis\Entry Gate Calcs AM Peak.doc PM Peak SE 5th Street and Residential Driveway Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: P.M. peak hour Arrival Rate: 36 vph at access Service Rate: 300 vph x 1 lane = 300 vph (based on Table 3-1: proximity card reader — sharp turn) Traffic Intensity: 0.12 = Queue = 1 vehicle Available queue storage = 6 vehicles 30 _0 28 26 0 24 rl 2 2 20 cc 1 16 wo G3z 18 Z 14 Q 12 1 CO O 0 ccr 8 O 8 cC 4 w c� 2 w CC 0 22% PROBIABILITY— ____ �� j 90% PROBABILI—Y 85% PROBABILITY 80% PROS BILLY AVEFACE UEU: 0 0.2 0.4 0.6 TRAFFIC INTENSITY (ARRIV RATE DIVIDED BY SERVICE RATE) Figure 3-9 Single- •.nnel queue curves. 0.8 Intensity = 0.12 Queue = 1 vehicle K:AFTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\entry gate analysis\Entry Gate Calcs PM Peak.doc SE 6th Street and Retail Driveway Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: P.M. peak hour Arrival Rate: 211 vph at access Service Rate: 480 vph x 1 lane = 480 vph (based on Table 3-1: ticket spitter — push button — easy approach) Traffic Intensity: 0.44 = Queue = 2 vehicles Available queue storage = 9 vehicles 30 _0 28 26 O 24 rl 2 2 20 32 Ci 1 18 wo G3z 18 14 O 12 u1 1 0 CO O ccr 8 O 8 cC 4 c� 2 CC 0 22% PROBABILITY 90% PROBABILI—Y ---________ 85% PROBABILITY -----.__ 80% PROS BILLY AVERAGE (QUEUE F 0 0.2 0.4 0 8 0.8 TRAFFIC INTEN ` TY (ARRIVAL RATE DIVIDED BY . RVICE RATE) Figure 3-9 Single -channel queue curves. Intensity = 0.44 Queue = 2 vehicles K:AFTL_TPTO\043400002-Brickell CitiCentre North 2\calcs\entry gate analysis\Entry Gate Calcs PM Peak.doc Miami Economic Associates, Inc, January 7, 2013 Mr. Chris Gandolfo Swire Properties 501 Brickell Key Drive #600 Miami, Florida Re: Fiscal and Economic Impact Analysis for Brickell CityCentre Expansion Dear Mr. Gandolfo: Miami Economic Associates, Inc. (MEAI) has performed an analysis to estimate the fiscal and economic benefits that will be generated for the City of Miami as well as several other governmental jurisdictions by expanding the Brickell CityCentre mixed -use project, which is currently under construction at 701 South Miami Avenue, through the inclusion of 350 additional condominium units and 120.000 additional leasable square feet of retail and entertainment space. The other jurisdictions considered in our analysis include the Miami Downtown Development Authority, Miami -Dade County, the Miami - Dade Public School District and the Children's Trust. This letter. which is organized as shown below, provides the findings of our analysis and their bases: Section Page Project Description 2 Summary of Findings 2 Fiscal Benefits 2 Economic Benefits 4 Bases of Estimates 5 Closing 9 The analysis summarized herein is based on the tax rates and fees rates currently in effect in the various jurisdictions considered: which are likely to be adjusted prior to the development of the proposed expansion to Brickell CityCentre. Changes in the economic environment could also result in construction costs. sales prices and rent levels that differ from those assumed below. These differences could result in fiscal and economic benefits actually being generated that vary significantly from the estimates set forth in this report. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: 13051 669-0229 Fax: 18661 496-6107 Email: meaink5bellsouth.net Mr. Chris Gandolfo Swire Properties January 7, 2013 Page 2 Project Description The proposed Brickell CityCentre project as originally approved in 2011 will be comprised of the following elements: • 824 condominium units comprised of a total of 1,128.000 saleable square feet • 265-key hotel • 87 serviced rental apartment units comprised of a total of 110,000 leasable square feet • 509.360 leasable square feet of retail and entertainment space • 857.794 leasable square feet of general and medical office space and wellness facilities • 4,014 parking spaces As indicated above. the proposed expansion to the project would result in the development of an additional 350 condominium units and an additional 120.000 leasable square feet of retail and entertainment space together with additional parking. This additional development would be located on northernmost property comprising the Brickell CityCentre project. The expansion site is bounded by S.E. 5tt' Street on the north, S.E. 1st Avenue on the east, S.E. 6th Street on the south and South Miami Avenue an the west. The proposed condominium units will average 1,143 square feet in size and are expected to sell for an average price of $500 per square foot, producing gross sales proceeds of $200.0 million. It is further anticipated that the additional retail and entertainment space will achieve sales productivity per square foot approximating $600 and will rent at average rate of $40 per square foot. Development of the proposed Brickell CityCentre expansion is expected to cost approximately $200.0 million in hard costs. An additional $50.0 million will be expended for soft costs inclusive architectural and engineering fees. marketing, leasing and sales commissions, project overhead. etc. Accordingly, it will cost a total of $250.0 million to develop exclusive of land cost and developer fees. Summary of Findings The materials that follow summarize the fiscal and economic benefits that the proposed Brickell CityCentre project will generate. All monetary figures are expressed in 2012 Dollars. Fiscal Benefits The term "fiscal benefits" refers to the positive impact that the proposed Brickell CityCentre expansion will have on the finances of the City of Miami and the other jurisdictions in which it will be located. The benefits that it will provide will be both non - Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669.8534 Email: meaink©bellsouth.net Mr. Chris Gandolfo Swire Properties January 7, 2013 Page 3 recurring and recurring in nature. with the former occurring during the construction period, the latter when construction is completed. City of Miami Non -recurring benefits • $ 214.735 in City building permit fees • $ 10.000 in City solid waste surcharge fees • $ 96.490 in City police impact fees • $ 167.270 in City fire impact fees • $ 93,730 in City general services impact fees • $ 1.385.650 in City park impact fees • $ 308.698 in Downtown DRI supplemental impact fees Recurring • $ 2,170.605 annually in City General Fund ad valorem taxes • $ 258.030 annually in City Debt Service ad valorem taxes • $ 200.000 annually in parking surcharges revenues. Non -Quantifiable • Trade -related fees for roofing, electrical. plumbing, mechanical, pool and elevator work performed during construction (non -recurring) • Increased City utility taxes and franchise fees (recurring) • Increased occupational license fees (recurring) • Increased revenue sharing funds (recurring) Other Jurisdictions Miami Downtown Development Authority • $ 137.043 annually in ad valorem taxes (recurring) Miami -Dade County • $ 1,348.493 annually in General Fund ad valorem taxes (recurring) • $ 81,710 annually in Debt Service Fund ad valorem taxes (recurring) • $ 49,456 annually in Library ad valorem taxes (recurring) • $ 1.281,000 annually in local option sales taxes (recurring) • Increased water and sewer connection fees (non -recurring) • Increased occupational license fees (recurring) • Increased revenue sharing funds (recurring) • Increased water and sewer service fees (recurring) Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr. Chris Gandolfo Swire Properties January 7. 2013 Page 4 Miami -Dade County Public Schools • $ 581.446 in impact fees (non -recurring) • $ 2,278.251 annually in Operating Fund ad valorem taxes (recurring) • $ 68.362 annually in Debt Service Fund ad valorem taxes (recurring) Children's Trust • $ 143.350 annually in ad valorem taxes (recurring) Economic Benefits The term "economic benefits" relates to the positive impact that the proposed expansion of the Brickell CityCentre project will have on the economy of the City rather than its finances. The economic benefits it will provide will also be non -recurring and recurring in nature. Non -recurring • At least 80 percent of the $250.0 million that will be spent on hard and soft costs to develop the Brickell CityCentre expansion will be spent within the City of Miami, producing an overall economic impact approximating $300.0 million when the multiplier effect is considered. • Expansion project expenditures will include an estimated $90.0 million for construction labor, an amount sufficient to pay for 1,618 man-years of construction work at the average annual pay rate of a Miami -Dade County construction worker, which approximates $55.600 per year. It is further anticipated that each direct construction job will result in the creation of at least 0.75 indirect or induced jobs. Indirect jobs will be in business related to construction such building supplies or equipment rental while induced jobs will be in businesses where those occupying the direct and indirect jobs will spend their earnings such as the local supermarket or personal service establishment. A substantial portion of the jobs created by development of the proposed project are likely to be filled by City of Miami residents. Recurring • When the Brickell CityCentre expansion is completed, approximately $16.7 million will be spent annually by condominium residents and workers at the project in retail and food and beverage establishments. It is anticipated that at least 85 percent of these expenditures will be within the City of Miami resulting in overall economic impact annually approximating $21.3 million when the multiplier effect is considered. • A total of 260 people will be employed at the proposed project expansion inclusive of people involved in project operations, maintenance and parking. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr. Chris Gandolfo Swire Properties January 7, 2013 Page 5 Based on information compiled by the Florida Agency for Workforce innovation, it is expected that these workers will earn approximately $7.5 million annually. The direct jobs at Brickell CityCentre will stimulate the creation of approximately 165 indirect and induced jobs. Residents of the City of Miami are likely to occupy a significant number of the direct. indirect and induced jobs that result from the development of the project. Bases of Estimates The materials that follow provide the assumptions used to estimate the fiscal and economic benefits that development of the proposed expansion of the Brickell CityCentre mixed -use project will provide to the City of Miami and the other jurisdictions in which it will be located. All monetary amounts are in 2012 Dollars. Project Characteristics • Brickell CityCentre will be located within the City of Miami as well as the jurisdictions of the City's Downtown Development Authority, Miami -Dade County. the Miami -Dade County Public School District and the Children's Trust. It will also be in the geographic area delineated for the Downtown Miami DRI. • The expansion of Brickell CityCentre will entail the construction of 952.943 total square feet. Of this amount, 470,000 square feet will be attributable to the residential portion of the expansion with the remaining 482.943 square feet of space occupied by the retail and entertainment space, circulation and service spaces and the parking for both the residential and non-residential uses. • The expansion of Brickell CityCentre will provide 350 additional condominium units averaging 1,143 square feet in size. The expansion will also provide for 120,000 additional leasable square feet of retail and entertainment space. • Development of the Brickell CityCentre expansion is expected to cost approximately $200.0 million in hard costs. An additional $50.0 million will be expended for soft costs inclusive architectural and engineering fees. marketing. leasing and sales commissions, project overhead, etc. Accordingly. the project will cost a total of $250.0 million to develop exclusive of land cost and developer fees. • The constitution of the State of Florida mandates that real estate be valued at its market value for ad valorem tax purposes, which in the case of the 350 condominium units proposed as part of the Brickell CityCentre expansion will total $200.0 million. However, a review of the records of the Miami -Dade County Property Appraiser shows that new condominium projects typically are placed on the tax rolls at an assessed value approximating 75 percent of the their market value, which in this case would mean $150.0 million. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr. Chris Gandolfo Swire Properties January 7, 2013 Page 6 The taxable value of the units would be lower than their assessed value due to the fact that approximately 265 of the 350 proposed units are expected to qualify for the Homestead Exemption, which reduces the assessed values of the qualifying units by $50,000 for all taxing jurisdictions enumerated above with the exception of the Miami -Dade Public School District. The Homestead Exemption for the purpose of Public School District ad valorem taxes will reduce assessed value by $25,000. When the Homestead Exemption is accounted for, the taxable value of the proposed condominium units will be $136.7 million for all jurisdictions other than the Public School District, $143.4 million for the Public School ❑istrict. • There is no information available with which to precisely estimate the assessed and taxable value of the retail and entertainment space proposed for development in the Brickell CityCentre expansion. However, based on a review of information on the Miami -Dade County Property Appraiser's website, it conservatively assumed that this space will have an assessed and taxable value of at least $150.0 million. • Based on the preceding two bulleted paragraphs. a taxable value of $286.7 million is assumed for the estimation of the ad valorem taxes that will be paid on the proposed project expansion for all jurisdictions except the Public School District. The taxable value for calculating Public School District ad valorem taxes is assumed to be $293.4 million. • Residents of the condominium units proposed as part of the Brickell CityCentre expansion will on average require an annual income approximating $225.000 to qualify for ownership. Based on this estimate of average household income, it is projected that the people living in the proposed condominium units, assuming they were full-time residents. would spend $15.7 million annually in retail and restaurant establishments. This projection assumes that they spend approximately 20 percent of their income for that purpose. However. recognizing that a portion of the condominium units will be used on a seasonal basis, the actual figure would likely be lower, approximating $12.8 million annually. Of this amount, it is estimated that approximately one-third would be tax-exempt. • The expansion of Brickell CityCentre will generate total parking revenues of $1.0 million annually that will be subjected to a parking surcharge of 20 percent. • Based on industry standards which assume 2.0 workers per 1.000 square feet of retail and entertainment space, it is anticipated that the 120,000 square feet of space that will be included in the expansion will be occupied by 240 workers. When project operations, maintenance and parking personnel are accounted for, the total number employed at the proposed project's expansion will be 260 people. It is anticipated that they will spend an average of $12 per day for food and other items while working, resulting in total expenditures of $1.0 million annually. • As discussed previously. the 120.000 square feet of leasable retail and entertainment space is projected to achieve sales productivity per square foot Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meainlabellsouth.net Mr, Chris Gandolfo Swire Properties January 7. 2013 Page 7 approximating $600, resulting in a total sales volume of $72.0 million annually. As also previously discussed. the rental rate for the proposed expansion space will average $40 per square foot. resulting in a total rental roll of $45.6 million. assuming stabilized rate of occupancy of 95 percent. • The State of Florida charges a 6 percent sales tax on all retail sales of non-exempt goods as well as all restaurant expenditures, rents paid on retail and entertainment space and parking revenues. Miami -Dade County charges an additional 1 percent on a local option basis, the proceeds of which are evenly split between the County's Health Trust and Transit. Based on the estimates contained in the preceding paragraphs, development of Brickell CityCentre will result in potentially taxable transactions totaling $128.1 million each year. Non -recurring Fiscal Impacts • The City of Miami charges building permit fees at a rate of $0.20 per gross square foot of multi -family residential construction and $0.25 per gross square foot of commercial construction. In calculating fees, the square footage associated with parking garage space is charged for at the commercial rate. Based on the distribution of space by use previously discussed, building permit fees totaling $214,735 will be paid. A solid waste surcharge fee in the amount of $10,000 will be applied. • The various trades involved in completing the new project including the roofing, electrical, plumbing. mechanical. elevator and swimming pool contractors will be required to pay fees on their work. Calculation of the fees that they will pay requires that the project's final engineering drawings be completed. which has not yet occurred. Accordingly. the fees that will be paid cannot be quantified at this time. A solid waste surcharge is applied to these fees. • The City of Miami charges impact fees on new construction projects for police, fire - rescue and general services. Park impact fees are also paid on residential units. Based on the current rate schedule, it is estimated that impact fees totaling $1,743,140 will be paid on the expansion project. of which $96,490 will be for police, $167,270 for fire -rescue, $93,730 for general services and $1,385,650 for parks. • In addition to the impact fees discussed in the preceding paragraph that are charged to projects anywhere within the City of Miami, supplemental impact fees are charged on projects located in the area covered by the Downtown Miami DRI. A prior owner of the site on which the Brickell CityCentre expansion will be developed previously paid fees for a project that was never built. MBAI understands from the developer of Brickell CityCentre that after a credit is taken for the already paid fees, the payment of an additional $308,698 will be required to fully entitle the proposed project. • New construction projects located in the City of Miami also need to pay impact fees to the Miami -Dade County Public School District on residential units. The base fee Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: rmeaink@bellsouth.net Mr. Chris Gandolfo Swire Properties January 7, 2013 Page 8 for the 350 condominium units is $612 per unit. An additional amount of $0.918 per square foot is then applied. Accordingly, school impact fees totaling $581,446 will need to be paid. • The Miami -Dade Water & Sewer Department will require that connection fees be paid to activate water and sewer service for the proposed expansion project. The amount that will need to be paid will be dependent an the number of meters through which service is provided and the size of the meters. Since these engineering parameters have not be established. a fee estimate cannot be formulated at this time. Recurring Fiscal Impacts • The millage rates currently being levied for ad valorem tax purposes by the governmental entities referenced in the Summary of Findings are shown in the table immediately following. The ad valorem tax revenues projected in the Summary of Findings were calculated by applying the millage rates shown to proposed project's estimated taxable value, which for all jurisdictions other than the Miami -Dade Public School District is $286.7 million. For the Public School District. it is $293.4 million. Entity Rate/$1000 Taxable Value Taxes City of Miami General Fund 7.5710 $ 2,170,605 Debt Service Fund 0.9000 $ 258,030 Downtown Development Authority 0.4780 $ 137,043 Miami -Dade County General Fund 4.7035 $ 1,348,493 Debt Service Fund 0.2850 $ 81,710 Library 0.1725 $ 49,456 Miami -Dade County Public Schools Operating 7.7650 $ 2,278,251 Debt Service 0.2330 $ 68,362 Children's Trust 0,5000 $ 143,350 Source: Miami -Dade County Property Appraiser Miami Economic Associates, Inc. • The City of Miami charges a 20 percent surcharge on parking fees. Patrons of and visitors to the proposed project's office. retail space and hotel would pay this surcharge as would guests of residents of its residential units. Based on estimated surcharge -eligible parking receipts totaling $1.0 million annually, revenues approximating $200,000 million would be generated. • The City of Miami collects utility taxes and franchise fees from the providers of telephone, electric and other such services based on their revenues. The amount collected as a result of the development of the proposed expansion project will be dependent on the amount of these services used by the project's residents and commercial tenants; hence. it cannot be quantified at this time. Miami Economic Associates, Inc, 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink@bellsouth.net Mr. Chris Gandolfo Swire Properties January 7, 2013 Page 9 • Both the City of Miami and Miami -Dade County will collect occupational license fees from the occupants of the proposed retail and entertainment space developed as part of the expansion project. The amount collected cannot be estimated at this time since it will be dependent on the nature of the businesses housed in the office and retail space. The City of Miami and Miami -Dade County participate in a number of revenue sharing programs including one that relates to the rebate of a portion of the State sales tax proceeds that are collected in Miami -Dade County. The amounts of revenue sharing revenues that will accrue to the City as a result of the proposed project cannot be estimated at this time. • As discussed previously Miami -Dade County will collect local option sales tax at a rate of 1 percent all sales tax -eligible transactions, which estimated previously to potentially total $128.1 annually as a result of the development of Brickell CityCentre expansion. The proceeds. which will approximate $1.28 million annually, will be evenly divided between the County's Health Trust and transit. • The Miami -Dade Water & Sewer Department will serve the proposed project. The service it will generate will be a determined by the number and the size of the meters through which service is provided. Since those engineering parameters are not yet known, an estimate of the service fees earned cannot formulated at this time. Closing The analysis performed by MEAI demonstrates development of Brickell CityCentre will be highly beneficial to the City of Miami as well as the other jurisdiction it will be located both fiscally and economically. Sincerely, Miami Economic Associates. Inc. Andrew Dolkart President Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (305) 669-8534 Email: meaink©bellsouth.net January 2013 Site Utility Study Brickell CityCentre North 2 Miami, Florida Prepared for: Arquitectonica 2900 Oak Avenue Miami, FL 33133 Prepared by: Kimley-Horn and Associates, Inc. 1221 Brickell Avenue Suite 400 Miami, Florida 33131 Brickell CityCentre North2 Site Utility Study TABLE OF CONTENTS SECTION PAGE L INTRODUCTION 1 IL SITE LOCATION MAP 2 III. SITE DRAINAGE AND STORMWATER MANAGEMENT 3 IV. WATER DISTRIBUTION AND FIRE PROTECTION SYSTEMS 4 V. SANITARY SEWER COLLECTION SYTEM 5 VI. ELECTRICAL DISTRIBUTION SYSTEM (FPL) AND TELEPHONE (AT&T) 6 VII. GAS (TECO) 6 VIII. SOLID WASTE GENERATION 7 Kimley-Horn and Associates, Inc. Page i Brickell CityCentre North2 Site Utility Study APPENDICES APPENDIX "A" MAPS APPENDIX "B" PRELIMINARY DRAINAGE CALCULATIONS APPENDIX "C" EXISTING UTILITY RECORDS APPENDIX "D" PUMP STATION INFORMATION Kimley-Horn and Associates, Inc. Page ii Brickell CityCentre North 2 (BCCN2) Site Utility Study I. INTRODUCTION The Brickell CityCentre North 2 is a proposed mixed -use development that will encompass approximately six (6) land parcels over approximately 0.97 +/- acres in the Brickell / City of Miami area. The subject site is bound by the South Miami Avenue Bridge to the west, SE 1st Avenue to the east, SE 5th Street to the north and SE 6th Street to the south (see Site Location Map -Figure 1). The Brickell CityCentre North 2 project shall include a mix of retail/shopping and residential spaces. The proposed development schedule is depicted in Table 1 below. Table 1 Project Summary Occupancy Units Floor Area (SF) Retail/Shopping Center 120,000 Residential 350 The project will require permits and approvals from the City of Miami Public Works Depaitiiient, City of Miami Fire Depaitiuent, City of Miami Building Department, Miami -Dade County Public Works, Miami -Dade County Depaitnient of Regulatory and Economic Resources (RER), Miami -Dade County Water and Sewer Depaitiuent (MDWASD), Florida Department of Environmental Protection (FDEP) and the Florida Depaitiuent of Health (FDOH). Kimley-Horn and Associates, Inc. Page 1 Brickell CityCentre North 2 (BCCN2) Site Utility Study it. SITE LOCATION MAP Figure 1: Site Location Map ( \ 1' crsSW ist St P jsWandst CL rti -Ef SE lst St f- 1—. tir13" AI-- en+rel416, cpo mic111 ign s -- SE 2.nd St 4 > IT, SE 4th St -larn- 14: ..1-14 lth t rnarre:iaral Sth SE 6th St Lkell losacna RD:4 Aum WdL SE 3rd. St to, ?KOP. B RIC KELL C:TYC ENT RE NORTH 2 (BC CN2) LOC ATION I SW ?th St SE 7th St Cr.LBnerf SW 8th St • SW 10th 2 115 SW l2th BRIEKL_L Ma -ea: V ar, Fot:ky s YrATICI1 FthIL • SOUP IHOLL_. 1-9 ulthskle Park Ca-nriar Erickai ' Wilde • I PEW Mary 5e14m1 SW I 3th St 1' ;of waa ti iih 41: Yi 12.1 Li Brad PIL1.7 SE 8th St m&.- sirn lLkeII akaru. h° I 1-alr 111e Ylk:kr F ‘A,PITIAL 5TRi.r-r SaurLheast Sam Towr Orir. BriLkeil Squara 1 Nits si F LIZ krailmalamr. FBA. - I Err; R.a`"' Prir4f11 usA t ' ' r" e't Sabadell i 118, I, _ Iit'Ice Undue] .,..., P 8 Bank Do 1 tu — 9hav! '4' 1:hirarsil-. ..I.' Snma rr N 8rickell KY.) Kimley-Horn and Associates, Inc. Page 2 Brickell CityCentre North 2 (BCCN2) Site Utility Study III. SITE DRAINAGE AND STORMWATER MANAGEMENT A. Existing Private Drainage Systems Based on site observations and the topographical survey prepared for the property by Fortin Leavy Sidles, KHA understands that there is no existing onsite stormwater management system within the subject parcels of BCCN2. As required by Miami -Dade County code, a new stormwater management system will be constructed as part of this project to retain the runoff generated by the proposed improvements. B. Proposed Private Drainage System Design Criteria The stormwater management system for the proposed development will consist of drainage wells and detention structures for both water quantity and water quality purposes, to facilitate on -site disposal of stormwater runoff. The twenty five-year design storm event will be used as the basis of design for the stormwater management system, in accordance with SFWMD criteria which states that the 25-year 72- hour storm must be contained onsite. Based on preliminary calculations, it is anticipated that seven (7) drainage wells will be required to serve the site. These calculations are based on test well capacity rates obtained from Dynamic Environmental Drilling for parcels south of the subject property. The proposed seven wells should provide sufficient capacity to dispose of the design 25—year 72-hour stormwater runoff generated by the proposed development. Preliminary drainage computations for the project areas are provided in Appendix `B" Preliminary Drainage Calculations, which includes the basis for design. The final drainage design for the project shall be in conformance with the requirements of the Miami - Dade County Department of Regulatory and Economic Resources (RER) Water Control Section, Florida Depaitiuent of Environmental Protection (FDEP), South Florida Water Management District (SFWMD) and other local, state and federal regulatory agencies having jurisdiction over the project. C. Floodplain Management The proposed project site grade elevations will be design to meet floodplain management criteria according to Federal, State, Miami -Dade County and City of Miami standards as follows: 1. The subject property is located in PANEL 314 of 1031 of COMMUNITY -PANEL NUMBER 12086C0314L of Flood Insurance Rate Map (FIRM). According to the National Flood Insurance program, the property is located within the Flood Zone AE, Elevation 9.0 (See Appendix "A") 2 Miami -Dade County Flood Criteria elevation is estimated to be 6.0 ft. NGVD. This will be used to determine proposed minimum site grade elevations. Kimley-Horn and Associates, Inc. Page 3 Brickell CityCentre North 2 (BCCN2) Site Utility Study 3. The average October ground water table elevation is estimated to be 2 ft. NGVD. This will be used as the control water elevation for stormwater management calculations (Source: Miami -Dade County Public Works manual, Volume II- Design Standard Detail WC 2-2). IV. WATER DISTRIBUTION AND FIRE PROTECTION SYSTEMS A summary of the water mains owned and operated by the Miami -Dade Water and Sewer Depaitiuent (MDWASD) in the vicinity of the project is shown in Table 2 below. The MDWASD Water Atlas is also provided in Appendix "C" for reference. Table 2: Existing Water Mains (Per MDWASD Water Atlas Sheets) Location Between Water Main(s) SE 5th Street South Miami Avenue and Brickell Avenue 12" SE 6th Street South Miami Avenue and Brickell Avenue 12" South Miami Avenue SW 8r'' Street to SW 6th Street 12" Per MDWASD criteria, a 12-inch water main is required along the frontage of all commercial developments. Based on the existing utilities in the project vicinity, this criterion is satisfied, hence it is unlikely that Miami -Dade County Water and Sewer Department will request watermain upgrades within the right-of-way. A final determination of the points of connection and requirements will not be provided by MDWASD until a Water and Sewer Agreement is requested by the Owner. Water service meters will need to be purchased by the owner and installed by MDWASD representatives at the Owner's expense. See Appendix "C" for a copy of the MDWASD water atlas sheet for the project area. The Fire Code (NFPA) requires fire hydrants be located no more than 300 feet (drivable distance) from proposed buildings or structures, and that there be no more than 300 feet between hydrants along the frontage of a property, as measured along the water main. Additionally, fire hydrants must be located within 150 feet of each proposed building's fire department (Siamese) connection. As such, the City of Miami Fire Department may request additional fire hydrants be placed in the vicinity of the subject project. The fire department connections to serve any proposed structures must also be located at the front of the building. Kimley-Horn and Associates, Inc. Page 4 Brickell CityCentre North 2 (BCCN2) Site Utility Study V. SANITARY SEWER COLLECTION SYSTEM A summary of the sewer mains owned and operated by the Miami -Dade Water and Sewer Depaitiuent (MDWASD) in the vicinity of the project is shown in Table 3 below. The MDWASD Sewer Atlas is also provided in Appendix "C" for reference. Table 3 Existing Sewer Mains (Per MDWASD Sewer Atlas Sheets) Location Between Sewer Main(s) SE 5th Street South Miami Avenue and SE 1st Avenue 15" SE 6th Street South Miami Avenue and SE 1st Avenue 8" South Miami Avenue SE 6th Street and SE 5th Street 15" Based on the existing sanitary sewer atlas sheets, connections for sanitary sewer service to the property may be facilitated from either of the mains on SW 5th Street or South Miami Avenue. However, the existing main along SE 6th may not have sufficient capacity to accommodate the proposed development. If connections are required along this right-of-way, KHA anticipates that MDWASD will require upsizing approximately 750 LF of existing 8-inch gravity sewer main to new 12-inch piping from South Miami Avenue Road to SE 1st Avenue. However, this cannot be verified until a downstream analysis of the existing gravity lines is completed. A letter of availability and further coordination with MDWASD is recommended to verify the proposed sanitary sewer service connection points and requirements of this project. MDWASD may require upgrades to the existing sanitary sewer system, but this cannot be determined without a request for a Water and Sewer Agreement. MDWASD Pump Station #30-001 at 390 NW North River Drive receives the flows from these mains As of 12/03/2012, this pump station is projected to have an average operating run time (NAPOT) of 7.13 hours per day, which is 71.3% of its design capacity. Therefore, a new sanitary sewer pump station or upgrades to said pump station will not be required for the proposed development. A final determination regarding the status of the existing transmission system and the need to make improvements will not be known until construction plans are submitted to the Miami -Dade County DERM Wastewater Section and a Sanitary Sewage System Capacity Certification Letter is issued. Please refer to Appendix "D" for Pump Station Information. A request for a letter of Sanitary Sewage Capacity Certification must be submitted to the Miami -Dade County RER Water & Wastewater Section during the building permitting phase of the project in order to reserve the necessary allocation for the proposed development. Below, in Table 4 are the estimated water and sewer flow generation rates per Miami -Dade Water and Sewer Department's schedule of daily rates. Further coordination with MDWASD is recommended. Kimley-Horn and Associates, Inc. Page 5 Brickell CityCentre North 2 (BCCN2) Site Utility Study Table 4: Estimated Water and Sewer Flow Generation (Per MDWASD Schedule of Daily Rates) Type of Occupancy Quantity (Units or SF) Usage rate Total Average Daily Flow (GPD) Retail/Shopping Center* 120,000 SF 10 GPD/100 SF 12,000 Residential 350 Units 150 GPD/Unit 52,500 Total Anticipated Flow 64,500 * "Retail/Shopping Center" usage rates assume a retail or store use; any full service restaurant use will have a usage rate of 10GPD/100SF. VI. ELECTRICAL DISTRIBUTION SYSTEM (FPL) AND TELEPHONE (AT&T) Currently, the existing electrical service is provided by Florida Power and Light (FPL). A request for a utility load letter will have to be submitted to FPL to determine if the existing system has the capacity for the additional loads. Any overhead to underground conversions will need to be designed and coordinated through an FPL representative. Further coordination will be necessary to determine the required upgrades to the existing system. Based on a preliminary assessment it can be anticipated that at a minimum, existing overhead power lines will have to be relocated underground, electrical easements will need to be dedicated to FPL, and pad mounted transformers and/or an electrical room will be required. AT&T currently serves area via underground conduit. The proposed facilities may require upgrades to the existing AT&T communication lines. It is highly recommended that further coordination with AT&T occur. VII. GAS (TECO) Existing gas facilities within the site vicinity are owned and operated by TECO Peoples Gas. There is an existing 2" plastic gas main located along SE 6th Street, a 4" steel main along SE 5th Street and a 2" polyethylene main along SE 1st Avenue. According to drawings provided by TECO there are three (3) existing service connections to the property ranging from 1" to 1 Y/2". Further coordination will be necessary for any proposed service connections to TECO Gas mains and to determine if the facilities upgrades are required to serve the proposed development. Kimley-Horn and Associates, Inc. Page 6 Brickell CityCentre North 2 (BCCN2) Site Utility Study VIII. SOLID WASTE GENERATION Solid waste generated by this project will be collected in standard on -site containers for refuse and recyclables. Regular pick-up services will be provided either by private hauling companies and/or by the City of Miami Solid Waste Department, who will transport the waste to Miami - Dade County's or private disposal and recycling facilities. The volumes of solid waste projected to be generated by the project are shown in Table 5. Table 5 Solid Waste Generation Type of Occupancy Quantity Usage rate Total Solid Waste Generated (Tons/Day) Retail/Shopping Center 120,000 SF 5 lb / 1000 SF / day 0.3 Residential 350 Units 5 lb / unit / day 0.875 Total Anticipated Solid Waste Generation 1.175 Kimley-Horn and Associates, Inc. Page 7 Brickell CityCentre North 2 (BCCN2) Site Utility Study Appendix "A" Maps Kimley-Horn and Associates, Inc. Page 8 Brickell CityCentre North 2 (BCCN2) Site Utility Study .,e AE `EL I. NGVE) ; SW 11TH ST SyV 12TH ST Map 1: FIRM Map .713 N A bNE, VF MAP SCALE 1" = 500' SOO PANEL 4314L FIRM 1000 FEET METER FLOOD INSURANCE RATE MAP MIAMI-DADE COUNTY, FLORL}A AVI) INCORPORATED AREAS PANEL 314 OF 1031 (SEE M,P INDEX FOR FIRM PANEL LAYOUT) L p1:tl5ppy�;; rIAIPALOUTX WINEWINER EMI &ENS iai ohss a rpm p Ur the Lop rlwrbr tI ' taer eKUA L! mad 4-n pborg map ddne: ISe Comm/nil. Number Pcxn drew doll Po- ubtl ml+aua as aulsaOna Nr Ins Idled commonly MAP NUMBER 120E60314. MAP REVISE[] SEPTEMBER 11, 2009 Federak Ferctivbne} AMamp nLA ,!ity } The le eM1 utciel copy of a poracn of 'fib stow r*rerenced NOGd .Tap. P. wan px1 racto aping F-MIT On{Jno Trtia mop decte not rclocr shaggx cr amen:M1ern rtich may hale been made etbeequen1 to :no date on the rltrp block For tha latest product Inrnrmurlon about Notional Flood Incurorlco Fmp'arn good maps chuck roe FEMA Flood Map Storo ..www rrucc.ronla.gur Kimley-Horn and Associates, Inc. Page 1 Brickell CityCentre North 2 (BCCN2) Site Utility Study Map 2: October Water Table Map a,. + R Rl *414,1, 5_ "moor s !argil it BRICKELL CITYCENTRE NORTH 2 PROJECT AREA Kimley-Horn and Associates, Inc. Page 1 Brickell CityCentre North 2 (BCCN2) Site Utility Study Map 3: Flood Criteria Map N BRICKELL CITYCENTRE NORTH 2 PROJECT AREA Kimley-Horn and Associates, Inc. Page 2 Brickell CityCentre North 2 (BCCN2) Site Utility Study Appendix "B" Preliminary Drainage Calculations Kimley-Horn and Associates, Inc. Page 3 Brickell CityCentre North 2 (BCCN2) Site Utility Study Brickell CityCentre North 2(BCCN2) City of Miami, Florida BCCN2 DRAINAGE CALCULATIONS: DRAINAGE WELLS (MASS DIAGRAM — RER CRTTERIA) 1. Site Data - — . rim Mardi i, re A Average October Water Table Elevation = 2.00 NOVD B, County Flood Crteria Elevation = 6.00 NOVD (Court Flood Cnteria Map. see AppendL< A) C. F, I.R. M. Base Flood Elevation = 9,00 Zone AE (map No 12086C0311t see Appendix A) D. Highest Adjacent Road Crmron Elevation = 9.48 NOVD (PIE 61h Street) E. Proposed Finish Floor Elevation= 9,00 NOVD F. Proposed lowest drainage inlet grate elegy ation = 6.55 NOVD (limest ir�leI) 2. Site Surface Area Tol I Conlriurbng Area (P) : A. Impervious Areas: Pared Roof Area = 50% of Vertical Wall Area Total IrrpenriousArea (Al: 0.97 Acres 6.45 Acres 0.97 Acres 5.48 Acres 6.45 Acres B. Pervious areas: Green Areas (A2) = 0.00 Acres (13%) 3. VWeighted Runoff Caefficierd (C): Ruoff Coefficient Impervious (C1) Rrfioff Coefficient Pervious (CZ C=((A1 xC1)+ A2rcCZ] IA; C x A = Total Contributing Area; 0.95 0,30 0= Q95 C x A = 8.13 Acres 4. lime required to generate one Inch of runoff (per DERM Water Control Section D-4) Rainfall Intensity (1) = 308.51 [(48.6 x F4115 + 1(0.5895 + F451 Frequency (F)= 25 years- Frequency Curve Q= CIA, V=r Voo,=4lQ„1,triy=Time togenerate 1 Inch of runoff ►lip xy W C lAtp r� 1" x A = CIAto h) ; Soking for to � to h, = 1'.' (1 C) Frrmeto Generate one nch ohm -off t(in) = 8.15 Min Time to reach the inlet (tc_) = 10.00 Min. Total Time regriedto generate 1 in of runoff (T): = 10.16 Min Kimley-Horn and Associates, Inc. Page 4 Brickell CityCentre North 2 (BCCN2) Site Utility Study Time CM (acres/ I (htchTr) Q (CFS) AccurnulWad Storm Runoff (CF) (Min) (Sec.) 8 486 6.128 7.759 47:54 22,821 10 606 6.123 7.493 45.91 27,547 15 920 6128 6901 42.28 38,056 10.16 1090 6.128 6.572 40.27 43,018 30 1000 6128 5.578 34.18 61,527 40 2400 5.128 4.947 30.31 72,744 50 3000 6128 4.443 27.23 81,678 60 3600 6.128 4.033 24.71 86,961 90 546C 6.123 3.158 19,35 104,492 120 7200 6.128 2595 15.90 114,185 180 10300 6.123 1.913 11.72 126,592 5: Drainage Wet Design Discharge Rate: Based on well discharge rate of: 750 GRIM. Head Cased Depth of Well: 8011 ism GrE•14674 - xwoerr..IK. Well No. Lowest InlstNert Elev. (NOVD) Structure Finish Grade Elev. (NOV13) Oct. Wafer Tahteelev, (NOVD) Fleadoss due la Hier80 o56oIWoter /. HBadAct[ig enwelt(ft) Well Discharge Raw (us) Inflow Ne1Well Discharge Rale (CF5) Well Structure Dimensions WeilStrtxture Storage Volume (CF) Condensate Irilaw Rate (CFS) Esplanade Pump Rate (CFS) Width (11.) Length (fit) DW-1 1200 7.00 260 2.31 7.69 12.84 0.04 0.00 12.60 0.0 0.0 0.000 DW2 1200 6.60 200 2.31 7,69 12.84 0.04 0.00 12.80 0.0 0.0 0.000 DVV-3 1200 8.00 200 2.31. 7.69 12.84 0.04 0.00 12.80 0.0 0.0 0.0 OD D N-4 1200 8.00 2.00 2.31 7.69 12.84 0.04 0.00 12.80 0.0 0.0 0.000 DW.5 12.00 6.00 200 2.31 7.59 12.84 0.04 0.00 12.80 0.0 0.0 0.000 01N-6 12.00 7.25 2. OD 2.31 7.69 12.84 0.04 0.00 12.80 0.0 0.0 0.000 DW7 12.00 1255 200 2.31 7.69 12.84 0.04 0.00 12.80 0.0 0.0 0.000 Iota Net Wei Dloch argeRate (CFS) 0.026 feet of head 1000 per LF Uf Casing 6. Excess storm aster runwti excluding well structure storage: Time wait Discharge Rale (CFSM.oritexd) Accumulated well Discharge Valerie (CO Accumuated Storm Runoff (CF) Total Overflow Volume (CF) (Min.) (Sec) 6 480 69.60 43,007 22,821 0 10 600 89.60 53,759 27,547 0 15 900 89.80 80,638 36,058 0 10.10 1,00962 89.00 97,645 43,808 0 30 1800 89.60 161.276 61.527 0 48 2400 89.60 215,035 72,744 0 50 3000 89.60 268,794 81,678 0 60 3608 89.60 322,552 86,901 0 90 5400 89.60 433,828 104,492 0 120 7200 89.60 545,104 114,485 0 180 10000 89.60 967,657 126,592 0 60 Total Storage (CF) safely F odor! 222 ➢ 0.00 Kimley-Horn and Associates, Inc. Page 5 Brickell CityCentre North 2 (BCCN2) Site Utility Study Appendix "C" Existing Utility Records Kimley-Horn and Associates, Inc. Page 6 Brickell CityCentre North 2 (BCCN2) Site Utility Study a.9 \ * 8 0� / S, ryN 'ro )"" w,. Axel _p Cl CI' 5 014707 gym, Kimley-Horn and Associates, Inc. Page 7 Brickell CityCentre North 2 (BCCN2) Site Utility Study Kimley-Horn and Associates, Inc. Page 8 Brickell CityCentre North 2 (BCCN2) Site Utility Study Appendix "D" Pump Station Information Kimley-Horn and Associates, Inc. Page 9 Brickell CityCentre North 2 (BCCN2) Site Utility Study Sanitary Sewer Pump Stations Database Puriip Station Monthly Informdion Fvrrp Et4ion: 30 - 0EO1 Ui1INCORPORATEd DADE COUNT`? 320 NW NORTH AA+ER OR Station Catapory: ET NOTE: Al Flows arsIn OPds. Maftrtue: Gls Seeilon-Tdti'm1I1p- Ranipr: 0.E - T,'pe:n [3M,o speed n H P.:n Peali Factor(Ialti entrlet 211 Peak Factor: Midi ied Dsle:. 2.40 TRRMrFER o1Si121:11 Number of Pum pi : 3 A004214)411po111eit.c1lino': GMN12212 Generator: Tollwetr . n ETC1oeH: l.:J '!earl; NA POT (I1n j: 651 Relayed Row(gpd): 3,443,650 ProJeeied Napot(I1n): 7.13 UiedCapacity (96): 71.3r1 stncro.'Copilot (®pd4 221,760,110 Shinn R.m.eian Poebr: 0.60 Sin Mrtc c rued (gpd): 0 skim M.tCapad '(gpd): 133356.1330 ■dear Raw (gpd j 36,091 ,440 Date: NatPOT: , _ Daily Reading #of Co mments: Pumps: M dified Late: B +: loon= 12 2Tt2312 aavii T 2312 6t Z12 Y+'Z12 +'=12 lin2312 T.14 TX 034 TA T 6a 033 $ d6 510 Generated: 12 r3f2 Q 12- tf gi A■ tR� S1.* TAM OAT 57 TT xSi 44 aelt 75195 tl g1 Y Y Y v v Y Y Y Y Y A143RGE 11122J2012 muip Ftp o96}20i1 Neu MAR 00/21t2012 NV) WI OSA02012 NEUWM GTA1:14012 RAEASA 1:104E21:112 RREgSA 0CPISv2012 AI1EgSR 1:13.+1041:112 A. EA FA 1:17i4E4012 kREASR El12T/2012 Page 1 oil Kimley-Horn and Associates, Inc. Page 10 Brickell CityCentre North 2 (BCCN2) Site Utility Study Kimley-Horn was retained to perform a site utility study and performed only those tasks specifically stated in our scope of services. The Client may use this report as part of its site feasibility assessment, but this report should not be used as the sole basis for the Client's decision making. We endeavored to research site development issues and constraints to the extent practical given the limited scope, budget, and schedule agreed to with the Client. Our assessment is based in large part on information provided to us by others (city staff DOT staff, Utility Company Representatives, etc.) and therefore is only as accurate and complete as the information provided to us. This report is based on our knowledge as of December 2012. New issues may arise during development because of changes in governmental rules and policy, changed circumstances, or unforeseen conditions. Our assessment is based on the desires of the Client that have been specifically disclosed to us. The Client should do its own due diligence to become comfortable with our findings and to be sure no other significant development issues exist. Kimley-Horn and Associates, Inc. Page 11