Loading...
HomeMy WebLinkAboutTAB N - Traffic StudyPortico Major Use Special Permit Traffic Impact Study Portico Major Use Special Permit Traffic Impact Study Prepared by: David Plummer & Associates, Inc. March 2005 DPA Project #04214 1 dra Portico MUSP Traffic Impact Study TABLE OF CONTENTS Page List of Exhibits ii EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 2 2.0 EXISTING TRAFFIC CONDITIONS 4 2.1 Data Collection 4 2.1.1 Roadway Characteristics 4 2.1.2 Traffic Counts 5 2.1.3 Intersection Data 5 2.2 Corridor Capacity Analysis 8 2.3 Intersection Capacity Analysis 10 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 12 4.0 FUTURE TRAFFIC CONDITIONS 13 4.1 Background Traffic 13 4.2 Committed Developments 13 4.3 Project Traffic 13 4.3.1 Project Trip Generation 13 4.3.2 Project Trip Assignment 16 4.4 Future Corridor Capacity Analysis 20 4.5 Future Intersection Capacity Analysis 20 4.6 Site Access 24 5.0 CONCLUSIONS 25 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Approved Transportation Methodology & Site Plan Traffic Counts & Signal Timing FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Intersection Capacity Analysis Worksheets Committed Development Information Traffic Control Measures Plan Page i Portico MUSP Traffic Impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 2004 PM Peak Hour Traffic Volumes 6 3 Existing Lane Configurations 7 4 Existing Corridor and Transit Conditions 9 5 Person -trip Volume and Capacity — Existing Conditions Matrix 11 6 2004 Intersection Capacity Analysis Results 10 7 Future Lane Configuration 14 8 Future PM Peak Hour Traffic Volumes without Project 15 9 PM Peak Hour Project Trip Generation 17 10 Cardinal Distribution 18 11 PM Peak Hour Project Vehicular Trips Assignment 19 12 Person -trip Volume and Capacity — Future Conditions Matrix 21 13 Project PM Peak Hour Vehicular Volumes 22 14 Future with project PM Peak Hour Vehicular Volumes 23 15 Future Intersection Capacity Analysis 20 Page ii Portico MUSP Traffic Impact Study EXECUTIVE SUMMARY The Portico project is a proposed mixed -use development located on NE 4 Avenue between NE 18 Street and NE 19 Street in Miami, Florida. The project consists of 324 condominium units and 1,000 SF of retail space. Primary access to the site is proposed on NE 4 Avenue via a two- way driveway. A secondary service driveway will also be accessed from NE 4 Avenue. Build out of the project is anticipated by the year 2008. Existing and future traffic conditions for the project area corridors were established using the person -trip based corridor capacity method. This method, consistent with the City's Comprehensive Plan, promotes improved transportation efficiency through increased private vehicle occupancies and makes mass transit a full partner in the urban transportation system. Analysis results show that the project area corridors are projected to operate within the established corridor threshold. The intersection capacity analysis was performed at the intersections under study using vehicular volumes and the Highway Capacity Software (HCS), based on the procedures of the 2000 Highway Capacity Manual. Results of the future intersection analysis show that all intersections operate within the standard adopted by the city. Page 1 Portico MUSP Traffic Impact Study 1.0 INTRODUCTION The Portico project is a proposed mixed -use development located on NE 4 Avenue between NE 18 Street and NE 19 Street in Miami, Florida (see Exhibit 1). The project consists of 324 condominium units and 1,000 SF of retail space. Primary access to the site is proposed on NE 4 Avenue via a two-way driveway. A secondary service driveway will also be accessed from NE 4 Avenue. Build out of the project is anticipated by the year 2008. 1.1 Study Area Consistent with the approved methodology for this project (See Appendix A) the traffic study was performed for PM peak conditions. For traffic analysis purposes, the study area has been defined as NE 29 Street to the north, 1-395 to the south, Miami Avenue to the lAest, and Biscayne Bay to the east. Corridor capacity analysis was performed for Biscayne Boulevard, and NE 15 Street (Venetian Causeway). Intersection capacity analysis was performed for the following intersections: NE 17 Terrace / Biscayne Boulevard NE 18 Street / Biscayne Boulevard NE 19 Street / NE 4 Avenue NE 18 Street / NE 4 Avenue 1.2 Study Objective The objective of this traffic study is to assess possible PM peak hour impacts on the project area corridors using the person -trip corridor capacity method. This method is designed to meet the challenges posed by Florida's growth management laws: to promote compact urban development, discourage suburban sprawl and improve urban mobility. The method is consistent with the City's Comprehensive Plan and promotes improved transportation efficiency through increased private vehicle occupancies, thus making mass transit a full partner in the urban transportation system. Page 2 PROJECT SITE BICENTENNIAL PARK DOUGL HERAT PROJECT, PORTICO MUSP TRAFFIC IMPACT STUDY TFLEe LOCATION MAP EXHIBIT No. 1 Page 3 Portico MUSP Traffic Impact Study 2.0 EXISTING TRAFFIC CONDITIONS 2.1 Data Collection Data collection for this study included roadway characteristics, intersection data, intersection volumes, and signal timing. The data collection effort is described in detail in the following sections. 2.1.1 Roadway Characteristics Biscayne Boulevard Biscayne Boulevard (US-1) is a major arterial that provides north/south access throughout the City of Miami from downtown (the CBD) north to the Broward County line. Between NE 14 Street and NE 29 Street, Biscayne Boulevard is a two-way, 4-lane divided roadway. Exclusive left turn lanes are provided at major intersections. The posted speed limit is 30 mph. NE 18 Street NE 18 Street between NE 2 Avenue and Biscayne Boulevard is a two-way, 2-lane divided roadway. There are no posted speed limit signs within the study area. NE 17 Terrace NE 17 Terrace between NE 2 Avenue and Biscayne Boulevard is a two-way, 2-lane undivided roadway. There is on -street parking on both sides of the roadway. There are no posted speed limit signs within the study area. NE 15 Street NE 15 Street between Bayshore Drive and Biscayne Boulevard is a two-way, 2-lane divided roadway. Between Biscayne Boulevard and North Miami Avenue, NE 15 Street is a two-way, 2- lane undivided roadway. There is on -street parking on the south side of the roadway along the Metromover line. There are no posted speed limit signs within the study area. Page 4 Portico MUSP Traffic Impact Study 2.1.2 Traffic Counts Consistent with the methodology submitted to and approved by the City, peak period vehicle turning movement counts and 24-hour directional counts were collected at the intersections and segments under study. Seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). Traffic counts are included in Appendix B. Exhibit 2 shows the adjusted 2004 PM peak season, peak hour traffic volumes at the study intersections. 2.1.3 Intersection Data A field survey was conducted to determine the lane configurations for the roadways and intersections under study. Existing signal timing data was obtained from Miami -Dade County for the analyzed intersection. Signal information is included in Appendix B. This information provided the signal phasing and timing used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for the intersections and roadways studied. Page J d Pa PROJECT: PORTICO MUSP TRAFFIC IMPACT STUDY TITLE: EXISTING PM PEAK TRAFFIC VOLUMES EXHIBIT No. 2 Page 6 PROJECT: PORTICO MUSP TRAFFIC IMPACT STUDY TITLE: EXISTING LANE CONFIGURATION EXHIBIT No. Page 7 Portico MUSP Traffic Impact Study 2.2 Corridor Capacity Analysis Existing traffic conditions for the project area corridors have been established using the person - trip based corridor capacity method. The methodology for this analysis is outlined in the Miami Comprehensive Neighborhood Plan. The existing traffic conditions analysis identifies the person -trip volumes and person -trip capacities of the corridors, establishes existing person -trip usage and identifies whether or not person -trip deficiencies exist. An adopted standard of LOS E applies to the transportation corridors as measured by the person -trip method. The existing conditions analysis establishes the multi -modal corridor conditions within the project area. The person -trip capacities and volumes for the study corridors have been developed consistent with the approved methodology for this project as described below: Person -Trip Volumes Link volumes collected were adjusted to peak season traffic conditions using seasonal adjustment factors provided by FDOT. Peak hour maximum service volumes were obtained from FDOT's 2002 Quality/Level of Service Handbook. Transit (bus and fixed rail) ridership and capacity were obtained from Increment II of the Downtown Miami Area -wide DRI. An analysis of existing vehicle roadway and transit conditions is shown in Exhibit 4, supporting information included in Appendix C. Person -Trip Capacity Vehicle occupancy for the person -trip capacity calculations is based upon a comprehensive study performed for the City of Miami. The vehicle occupancy factor of 1.6 persons per vehicle is approved for use as the practical capacity of a private passenger vehicle to determine the person - trip capacity of the vehicular traffic system. Bus and fixed rail capacity for each corridor was determined based on the number of transit vehicles per hour and the person -trip capacity of each transit vehicle. This information was obtained directly from Increment II of the Downtown Miami Area -wide DRI. Page 8 65 y Exhibit 4 Existing Corridor and Transit Conditions Corridor From To Roadway Conditions (vehicles) Transit Conditions (persons) Du Existing Lanes Count Source/ Penod Raw PM Peak Hour Volume Peak Season Factor PM Peak Hour Volume Dv Max Service Volume [1] Total Bus Ridership [2] Bus Capacity [2] Total Metrcrail Ridership [2] Metrorail Capacity [2] Total Metromover Ridership [2] Metromover Capacity [2] Total Transst Ridership 121 Transit Capacity [2] BISCAYNE BOULEVARD NE 20 STREET NE 19 STREET NB 2LD DPA - PM 1414 1 02 1442 1660 523 1472 0 0 0 0 523 1472 SB 2LD DPA - PM 951 1.02 970 1660 416 2252 0 0 0 0 416 2252 NE 19 STREET NE 15 STREET NB 2LD DPA - PM 1249 1.02 1274 1660 442 1469 0 0 44 960 486 2429 SB 2LD CPA - PM 999 1.02 1019 1660 383 2249 0 0 53 960 436 3209 NE 15 STREET NE 14 STREET NB 2LD DPA - PM 1498 1.02 1627 1660 678 1028 0 0 44 960 722 1988 SB i 21.0 CPA - PM 1068 1.02 1069 1660 485 1808 0 0 53 960 538 2768 NE 1b STREET) VENETIAN CSWY N BAYSHORE DR BISCAYNE BLVD EB 1LD DPA - PM 551 1.02 562 850 74 546 0 0 0 0 74 546 WB 1LD DPA - PM 309 1.02 315 850 37 270 0 0 0 0 37 270 BISCAYNE BLVD N. MiAMI AVENUE EB 1LU DPA - PM 171 1.02 174 810 0 0 0 0 0 0 0 0 WB 1LU DPA - PM 162 102 165 810 0 0 0 0 0 0 0 0 notes: [1] Peak Hour Directional Maximum Service Volumes are obtained from FDCOTs Quality/Level or Service Handbook [2] Transit and roadway information obtained from the Downtown Miami DRI Increment II Portico MUSP Traffic Impact Study Available Person -Trip Capacity The available person -trip capacity for each corridor is shown in Exhibit 5 based on the following: Person -trip capacity — Person -trip volume = Available Person -trip capacity. A general level of service designation is provided for each study corridor based on the calculated available person -trip capacity. A person -trip level of service look -up table was developed based on the ratios derived from the FDOT's 2002 Quality/Level of Service Handbook (see Appendix C). Based upon the person -trip evaluation for existing traffic conditions, no study corridor operates below the acceptable "person -trip" level of service standards. 2.3 Intersection Capacity Analysis The intersection capacity analysis was performed using vehicular volumes and the Highway Capacity Software (HCS), based on the procedures of the 2000 Highway Capacity Manual. Exhibit 6 shows the resulting LOS for existing conditions at the intersections under study, analysis worksheets are included in Appendix D. For the unsignalized intersections, the software tends to overestimate delay measurements for the side streets (minor approach). The actual delays (observed in the field) are acceptable and similar to other comparable intersections in the area. However, if the delays ever reach such a point shown by the software, motorists tend to use an alternate route, balancing demand throughout an area. Exhibit 6 Existing Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U Existing LOS NE 17 Terrace / Biscayne Boulevard S C NE 18 Street / Biscayne Boulevard U B/F 1 NE 19 Street / NE 4 Avenue U A NE 18 Street / NE 4 Avenue U B U= unsignalized S= signalized Note: 1 Major/Minor street LOS, field observations suggest acceptable delays on the minor street. Source: DPA Page 10 CORRIDOR FROM TO BISCAYNE BOULEVARD NE 20 STREET NE 19 STREET NE 19 STREET NE 15 STREET NE 15 STREET NE 14 STREET NE 15 STREET 1 VENETIAN CSWY N. BAYSHORE DR BISCAYNE BLVD BISCAYNE BLVD N. MIAMI AVENUE NB SB NB SB NB SB EB WB EB WB (a) Roadway Vehicular Capacity [t] 1660 1660 1660 1660 1660 1660 850 850 B10 810 Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix Roadway Mode [2] 2656 2656 2656 2656 2656 2656 1360 1360 1296 1296 (c) Roadway Vehicular Volume l3] 1442 970 1274 1019 1527 1089 562 315 174 165 (d) Pers-Trip Volume @PPV=1.4 (c) ' 1.4 [4 ] 2019 1357 1784 1427 2138 1525 787 441 244 231 (e) Excess Pers-Trip Capacity b-d 637 1299 872 1229 518 1131 573 919 1052 1065 Transit Mode (f) Total Pers-Trip Capacity 15] 1472 2252 2429 3209 1988 2768 546 270 0 0 (9) Total Pers-Tnp Volume [s] 523 416 486 436 722 538 74 37 0 0 Notes: [1] The Roadway Vehicular Capacity is obtained from Exhibit 4. [2] Person -Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity. [3]) The Roadway Vehicular Volume is obtained from Exhibit 4. [4] Person -Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity, [5] The Total Transit Person-Tnp Capacity is obtained by adding bus. metrorail and metromover capacities (see Exhibit 4). [6] The Total Transit Person -Trip Volume is obtained by adding bus and metrornover volumes (see Exhibit 4). [7] The Person Tnp LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C). (h) Pers-Trip Excess Capacity (f)-(g) 949 1836 1943 2773 1266 2230 472 233 0 0 Segment Total (i) Segment Pers-Trip Capacity b+ 4128 4908 5085 5865 4644 5424 1906 1630 1296 1296 (l) Segment Pers-Trip Volume d+ 2542 1773 2270 1863 2860 2063 861 478 244 231 (k) Pers-Tnp Excess Capacity (i -(1) 1586 3135 2815 4002 1784 3361 1045 1152 1052 1065 (I) Segment Person Trip v/c LOS fl)/(i) 0.62 0.36 0.45 0.32 0.62 0.38 0.45 0.29 0.19 0.18 Portico MUSP Traffic Impact Study 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2005 Miami -Dade County Transportation Improvement Program (TIP) and the 2025 Metro - Dade Transportation Plan Long Range Element, were reviewed to identify any programmed or planned projects within the limits of the study area established. These documents show no officially programmed or planned capacity improvement projects within the study area prior to completion of the proposed project. Page 12 Portico MUSP Traffic Impact Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic Consistent with other traffic studies performed in the area, a conservative two (2) percent growth factor was applied to existing traffic volumes. This growth rate is intended to account for future growth due to additional developments that have not been identified at this time but occur within the study period. 4.2 Committed Developments A list of projects was obtained from city staff, City of Miami Planning and Zoning Department Report on Private Development From 1996 to Present (Updated through November 2004). These projects are approved and are either under construction or about to break ground. Other projects are approved by City Commission but with no building permits, or in the application stage. The projects in the vicinity of Portico are shown in Exhibit 7. These projects size and trip generation are included in Appendix E. Traffic generated by these developments was distributed using the Cardinal Distribution from the appropriate TAZ. For estimating trip distribution from committed projects, consideration was given to conditions such as the roadway network, roadway available to travel in the desired direction and attractiveness of traveling on a specific roadway. This information and a matrix showing segment volumes from the committed developments are also included in Appendix E. Future traffic volumes were projected for the build -out year 2008. Exhibit 8 shows the projected turning movement volumes without the project. 4.3 Project Traffic 4.3.1 Project Trip Generation Project trip generation is based on the calculation of person -trips consistent with the City of Miami Comprehensive Plan. Person -trips generated by the project were established using the Page 13 Nq PROJECT: NM II IIIIIi I II II I 1 NE PORTICO MUSP TRAFFIC IMPACT STUDY II I Immomissilonom I❑ ❑lO 111 ❑ ❑ (6) NE 18 S T fNE 7 TER NE T 7 S T TITLE: WE! MARGAR PACE PARK LEGEND 1 - PERFORMING ARTS CENTER 2-ONYX 3-ONYX2 4 - BAY PARC PLAZA 5-QUANTUM 6 - ROSABELLA LOFTS 7 - STAR LOFTS 8 - THE 1800 CLUB GEN HERALD P L COMMITTED DEVELOPMENT MAP EXHIBIT No. Page 14 NE 20 ST NE 19 ST NE 18 ST NE 17 TER NE 17 ST BISCAYNE BLVD wA09 L 4 3 30� N W N 165 3 39 154 33 150 60 121 ir rm0 N00<h 14 114� 43� PROJECT: PORTICO MUSP TRAFFIC IMPACT STUDY TITLE. FUTURE WITHOUT PROJECT PM PEAK TRAFFIC VOLUMES EXHIBIT No. 8 Page 15 Portico MUSP Traffic Impact Study following procedures consistent with Increment 11 of the Downtown DRI and the approved methodology: • The gross vehicular trip generation for each land use was determined using the Institute of Transportation Engineers (TIE) Trip Generation 7th Edition rates or formulas. • Gross vehicular trips were reduced by 16% based upon the use of the Il'E trip rates (City of Miami's 1.4 vs. I l'E's 1.2 pers/veh). • Gross vehicular trips were reduced by 11.7% to reflect transit usage based on projected modal splits from Increment II of the Downtown DRI. • Gross vehicular trips were also reduced by 10% for pedestrian/bicycle based on estimates from Increment 11 of the Downtown DRI. • The net external vehicle trips were converted to person -trips using 1.4 persons per vehicle pursuant to City standards. • The vehicular trips assigned to transit were converted back to person -trips using 1.4 persons per vehicle pursuant to City standards. • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. A trip generation summary for the project is provided in Exhibit 9. 4.3.2 Proiect Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 507, shown in Exhibit 10. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating the trip distribution for the project location, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Exhibit 11 shows the project vehicular trip assignment to the impacted roadway segments and intersections. Page 16 Exhibit 9 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN I OUT TOTAL ° Trips % Trips Trips_ High -Rise Condominiums 324 DU 232 61 % 78 39% 48 126 Specialty Retail 1,000 SC. ET 814 44% 1 56% 2 3 Existing Apartments 20 DU 220 17% -19 83% -10 -29 GROSS VEHICLE TRIPS I 60% 60 1 40% 40 1 100 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) 60% 10 40% 6 16 Transit Trip Reduction @ 11.70% of Gross External Trips (2) 60% 7 40% 5 12 Pedestrian / Bicycle Trip Reduction V 10.00% of Gross External Trips (3) 60% 6 40% 4 10 NET EXTERNAL VEHICLE TRIPS 60% 37 40% 25 62 I I I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle 60% 52 40% 35 87 Net External Person Trips using Transit ig 1.40 Persons/ Vehicle 60% 10 40% 7 16 Net External Person Trips (vehicles and transit modes) 60% 62 40% ' 41 104 1 Net External Person trips walling / using bicycle 1.40 Persons/ Vehicle I 60% 8 [ 40% 6 I 14 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRt Increment II Portico MUSP Traffic Impact Study Exhibit 10 Cardinal Distribution of Trips TAZ 507 Cardinal Direction Distribution TAZ 507 NNE 10.56% ENE 5.32% ESE 4.41% SSE 3.38% SSW 18.74% WSW 20.68% WNW 19.90% NNW 17.01 % Total 10 0 % Page 18 0 0 FT — II II BICENTENNIAL PARK N.T.S. PROJECT SITE PROJECT: PORTICO MUSP TRAFFIC IMPACT STUDY TITLE: PROJECT TRIP ASSIGNMENT EXHIBIT No. Page 19 Portico MUSP Traffic Impact Study 4.4 Future Corridor Capacity Analysis The existing person -trip volumes were combined with the committed development and background growth person -trips to obtain the total year 2008 person -trip volume without project. The net external project person -trips were then added to get the future person -trip volumes with project. These volumes were compared to the future person -trips capacities to determined future level of service. The future person -trip volume and capacity matrix is shown in Exhibit 12. All corridors analyzed are projected to operate within the established LOS E threshold. 4.5 Future Intersection Capacity Analysis Background growth and committed development trips were combined with the adjusted 2004 existing traffic to get the total year 2008 vehicular traffic without project on the study intersections. The project trips were then added to obtain the future with traffic volumes. Exhibit 13 shows the project PM peak hour vehicular volumes and Exhibit 14 shows the total (with project) PM peak hour vehicular traffic volumes at the intersections under study. Results of the future intersection analysis are tabulated in Exhibit 15 which shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix D. Exhibit 15 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U LOS Future Without Project LOS Future with Project NE 17 Terrace / Biscayne Boulevard S C C NE 18 Street / Biscayne Boulevard U C/F1 C/F1 NE 19 Street / NE 4 Avenue U B B NE 18 Street / NE 4 Avenue U C C Source: DPA U= unsignalized S= signalized Note: (1) Major/Minor Street LOS, validation observations suggest exaggerated delays on the minor street. Page 20 0 Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Without Project With Project (a) (b) (c) (d) (e) (f) (g) (h) (i) (1) (k) Existing Future Committed Future Projected Future Future wlout Proj Project Total Future Future with Proj Corridor Dir Pers-Trip Bkg. Development Pers-Trip Transit Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Volumes Pers-Trip Pers-Trip Volumes Capacity Capacity v/c LOS Volume Volumes Capacity vie LOS 2.0 I From To 4 (b)+(c) (d)/(f) (d)+(h) (VW I11 121 [3] 141 [5] [61 [4] [51 BISCAYNE BOULEVARD NE 20 STREET NE 19 STREET NB 2542 2752 161 2913 78 4206 0.69 D 14 2927 4206 0.70 D SB 1773 1919 241 2160 1530 6438 0.34 C 18 2178 6438 0.34 C NE 19 STREET NE 15 STREET NB 2270 2457 408 2865 81 5166 0.55 D 32 2897 5166 0.56 D SB 1863 2016 276 2292 1533 7398 0.31 C 28 2320 7398 0.31 C NE 15 STREET NE 14 STREET NB 2860 3096 456 3552 154 4798 0.74 D 32 3584 4798 0.75 D 58 2063 2233 324 2557 1606 7030 0.36 C 28 2585 7030 0.37 C NE 15 STREET 1 VENETIAN CSWY N, BAYSHORE DR BISCAYNE BLVD EB 861 932 76 1008 53 1959 0.51 C 4 1012 1959 0.52 C WB 478 517 71 588 81 1711 0.34 C 5 593 1711 0.35 C BISCAYNE BLVD N, MIAMI AVENUE EB 244 264 32 296 0 1296 0.23 C 2 298 1296 0.23 C WB 231 250 28 278 0 1296 0.21 C 2 280 1296 0,22 C Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column (j) [2] Year 2008 Background Person Trip Volume is derived by applying a 2% growth factor to the existing person -trip volume [3] Projected Transit Capacity was obtained from the Downtown Miami DRI Increment ll [4] The Total Future Peak Hour Person Trip Capacity is obtained by adding all modes of transportation (Exhibit 5, column (i)) and the projected transit capacity (Exhibit 12, column e) [5] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C) [6] Project Person Trip Volumes are derived from Trip Generation Analysis PROJECT, PORTICO MUSP TRAFFIC IMPACT STUDY TITLE: PM PEAK HOUR PROJECT TRIPS EXHIBIT No. Page 22 dPa PROJ ECT2 PORTICO MUSP TRAFFIC IMPACT STUDY TITLE: FUTURE WITH PROJECT PM PEAK TRAFFIC VOLUMES EXHIBIT No. 14 Page 23 Portico MUSP Traffic Impact Study 4.6 Site Access Primary access to the site is proposed on NE 4 Avenue via a two-way driveway. A secondary service driveway will also be accessed from NE 4 Avenue. No conflicts will occur with existing driveways. The project trips were assigned to the driveways and analyzed. Unsignalized HCS analysis results show adequate operations. The analysis worksheets are included in Appendix D. Page 24 Portico MUSP Traffic Impact Study 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Portico was performed in accordance with the approved methodology submitted to the city. Analysis of future (2008) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak hour is available to accommodate the proposed project trips within the study area at the intersections and on the transportation corridors segments analyzed. A traffic control measures plan has been developed for this project. The plan is included in Appendix F. musp march 2005.doc Page 25 Appendix A Approved Transportation Methodology & Site Plan DAVID PLUMMER & ASSOCIATES, INC. TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL To: Affiliation: From: RE: cc: Facsimile Transmission Mr. Quazi Masood URS Corporation Sonia Shreffler-Bogart, PE Portico MUSP - #04214 file Fax #: Phone #: Date: Pages: (954) 739-1789 (954) 739-1881 December 14, 2004 3 page(s), including cover Per our conversation, I have modified this methodology; all changes are in bold. Cameo Apartments, Limited is pursuing City of Miami approvals for a residential project located on NE 4th Avenue between NE 18 Street and NE 19 Street in Miami, Florida. There is an existing 20 unit apartment building on the site. The proposed project consists of 324 condominium units, and 1,000 SF of retail space. Primary access to the site is proposed on NE 4th Avenue via a two-way driveway. A secondary service driveway will be accessed from either NE 4 Avenue or the Alley along the eastern border of the site (the service access has not been finalized, in order to expedite the data collection, only the final selected access will be analyzed). The study area has been defined as NE 29 Street to the north, I-395 to the south, North Miami Avenue to the west and Biscayne Bay to the east. This will serve as our methodology for the subject MUSP traffic impact study. • Turning movement traffic counts are to be collected during the PM (4:00-6:00) peak period at four intersections in the immediate project vicinity. 1. NE 17 Terrace / Biscayne Boulevard (signalized) 2. NE 18 Street / Biscayne Boulevard 3. NE 18 Street / NE 4 Avenue 4. NE 19 Street / NE 4 Avenue In addition to these intersections, we will analyze the project driveways. • Segment traffic volumes will be collected as 24-hour machine counts at the following locations: 1. Biscayne Boulevard between NE 14 Street and NE 20 Street 2. NE 15 Street between North Bayshore Drive and North Miami Avenue • Available Florida Department of Transportation (FDOT) counts will be consulted where appropriate. • Raw traffic counts will be adjusted to peak season (for the peak hour period). 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com • The signal timing and phasing at the study signalized intersections will be obtained from Miami -Dade County. • Existing and future traffic conditions for the project area corridors (Biscayne Boulevard, and NE 15 Street) will be established using the person -trip method. The methodology for this method is outlined in the Miami Comprehensive Neighborhood Plan. Rubber tire and fixed rail transit capacity of the study corridors will be established based on available information from Increment II of the Downtown DRI. • Corridor capacity will be estimated using generalized vehicular capacities (converted to person -trips) from the Downtown DRI, FDOT LOS Manual, or other acceptable equivalent. • Project Traffic — project trip generation will be based on the calculation of person -trips consistent with the city of Miami Comprehensive Plan. Person -trips generated by the project will be established using the following procedure consistent with Increment II of the Downtown DRI: 1. Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. 2. Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). 3. Reduce gross vehicular trips by a transit reduction based on projected modal splits from Increment II of the Downtown DRI. 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction based on estimates from Increment II of the Downtown DRI. 5. Establish the net external vehicle trips. 6. Convert the net external vehicle trips to person -trips using 1.4 persons per vehicle pursuant to City standards. 7. Convert the vehicular trips assigned to transit back to person -trips using 1.4 persons per vehicle pursuant to City standards. 8. Add together the project net external person -trips for the vehicle and transit modes. • Background Traffic. A growth factor consistent with historical annual growth in the area will be applied to the existing traffic volumes. • Committed Developments. Will be based on list of relevant projects provided by the city. Only projects that are approved and are either under construction or about to break ground will be included (see Attachment A). Committed development trips will also be converted to person -trips based on the methodology described above. • Highway Capacity Software (HCS) based on the 2000 Highway Capacity Manual (HCM) will be used for existing and future intersection capacity analysis. Project and committed development net external vehicle trips (adjusted for transit, pedestrian and occupancy as described above) will be used for the intersection capacity analysis. Intersection capacity analyses will be performed at the four study intersections and the proposed project driveways. • Trip Assignment. Net new external project traffic will be assigned to the adjacent street network using the appropriate cardinal distribution from the Metro -Dade Long Range Transportation Plan Update, published by the Metropolitan Planning Organization. Normal traffic patterns will also be considered when assigning project trips. • A Traffic Control Measures Plan for the project will also be included. If you have any questions you can contact me at (305) 447-0900. traffic meth fax 3.doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com ict itNEMO mi01 fir= mambo rah atm hiLl AMEN NI • If P ■ II I ii n 111111.1 1111, L- �t ■� r 0,J EbJ 111II Ilfl li Lr IMPS — us �r amb Ammo LJ ODRSEY PARK !IS= tip NE a■1r■r!E 111S11r111 Jl es El] 1u111 i Sig "C Ting 11 1 11� 1111 MI 1 isli101•1.1 1 UM& ■ 10 I -LrEl niD ri 1=1- ILJ J ■ '1r it II N E 1 S S m N 1E ! T R N E I 7 ga lame NE 3 a 1 7 MA RGARE PACE PARK LEGEND 1 - PERFORMING ARTS CENTER 2-ONYX 3.ONYX 2 4 _ BAY PARC PLAZA 5-QUANTUM 6 - ROSABELLA LOFTS 7 - STAR LOFTS 8 - THE 1800 CLUB G E N HERALD PL dpa PADIECT; PORTICO MUSP TRAFFIC IMPACT STUDY TITLE: COMMITTED DEVELOPMENT MAP ATTACHM ENT A r Location Sketch ;xi WEER • 9VNWEr 3kKR AJWAEE • sNLr AVER AWN: £ • OS WOE ▪ oMxEYo inc ELECTING sox ▪ IMRR W IEN • repRele AJVNkYE LA4NASE HET • MIER LAM 1• AVE MNNOIN 0 COW suit CONCIK7F LAVA AUNT • tw.av LRAM PDX • uF. rssr RAE @,S _ soT1Ck OT siNLCTALME t _ Got OE ANY. JR]kare tx • C =Rut OF WMf OF Aar 2 Symbols Legend dffi IS an !leant the fmar. mama, s..n r rAr ahem hrom ord awl rkk dnn pad a.q k ean.vb ON b.R N yy yye�aa 1 fLAP!!�R CEM1?' rat Ws Array na.b lA Wr.m F.d..hd Made* a Al forth Jr Om • Ha, ed Surma. a.i Maw. k Chao..r CT?e7-1 sx William 0. High Pahaarew LRed &ONTO ,LA .an AA. d nra. Legal Description L.d 2 s a ad a d J VANI swami, bin. Oet a r.ardat Ja AAA Ubeh 5 a0 PP 4 N 0.4 AVb Rasama 4..4 CANN% nmd.. JCR Aar (l5 PLO Scale: 1 " = 20' are arce Macs AR 1 we NQ Surveyor's Notes f) T r. Land 4 060 ewkrle. a ELL 4*0 x'net anrWt Wm ENO- }J 14. eb. rdtr W +Jap0. R 2) 5k sna.d ppy; Er awl b da# r. MIRA, Al NI wW ! Ai wawar•N Ma. tlY a�.mhw and P RLL Tree Information 7a0-7S r176T 3°N d• Sheet 1 Of 1 Appendix B Traffic Counts & Signal Timings Raw Traffic Counts 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 Interval Start time . Stop time . County Biscayne Boulevard Btwn NE 19 & 20 St ******************************************************************************* Dec 14 D1214004.PRN 000000121302 000110252090 Dec 14, 04 Dec 14, 04 Miami, FL Northbound Volume for Lane 1 15 minutes 00:00 24:00 Dade End Time 00 15 110 49 30 96 61 45 77 30 00 54 37 Hr Total 337 177 110 01 02 03 26 13 36 27 30 25 18 25 04 05 24 31 12 32 15 40 17 46 90 68 06 07 50 124 79 137 81 160 105 156 149 315 577 08 09 171 256 185 227 233 222 221 225 810 930 10 189 229 252 262 932 11 278 254 260 263 1055 End Time 12 15 30 45 00 298 345 263 336 13 14 246 295 325 323 Hr Total 1242 1189 300 278 301 289 1168 306 350 373 365 1394 15 16 17 18 336 381 324 356 386 326 343 351 289 299 376 276 1334 1494 1215 19 20 21 22 23 252 207 164 247 192 156 230 169 148 200 162 138 929 730 606 525 148 145 121 111 149 142 110 89 490 24 Hour Total : 17866 AM peak hour begins : 11:30 AM peak volume : 1166 Peak hour factor : 0.84 PM peak hour begins : 17:00 PM peak volume : 1494 Peak hour factor : 0.97 ******************************************************************************* Dec 14 Southbound Volume for Lane 2 End Time 00 01 15 30 45 00 48 43 36 32 Hr Total 159 45 30 35 15 02 18 22 15 18 125 73 9 19 19 23 03 04 15 17 16 30 70 78 05 34 46 65 68 213 06 07 08 09 10 11 92 217 357 324 153 271 361 343 196 305 337 307 199 370 343 330 640 1163 1398 1304 315 238 297 231 247 234 271 232 1130 935 End Time 12 15 242 254 30 289 257 45 296 299 00 246 242 Hr Total 1073 1052 13 14 221 224 216 252 15 214 223 258 223 913 918 16 17 18 19 225 276 245 172 234 251 222 156 236 243 200 154 230 206 175 166 925 976 842 648 137 141 134 113 525 20 21 135 125 101 126 487 22 23 106 85 112 68 97 81 85 67 400 301 24 Hour Total : 16348 AM peak hour begins : 07:45 AM peak volume : 1425 Peak hour factor : 0.96 PM peak hour begins : 12:15 PM peak volume : 1085 Peak hour factor : 0.92 ******************************************************************************* Traffic Survey Specialists, Inca 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D1214004.PRN Station : 000000121302 Identification : 000110252090 Interval : 15 minutes Start date : Dec 14, 04 Start time : 00:00 Stop date : Dec 14, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard Btwn NE 19 & 20 St ******************************************************************************* Dec 14 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 158 94 44 22 39 65 142 341 528 580 504 516 30 139 91 58 46 29 78 232 408 546 570 526 485 45 113 65 45 44 31 105 277 465 570 529 499 494 00 86 52 36 48 47 114 304 526 564 555 533 495 Hr Total 496 302 183 160 146 362 955 1740 2208 2234 2062 1990 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 540 500 521 520 561 657 569 424 344 299 254 234 30 634 552 502 573 590 637 548 403 333 281 257 210 45 559 624 517 631 579 594 489 384 303 249 218 191 00 582 565 541 588 529 582 451 366 275 264 196 156 Hr Total 2315 2241 2081 2312 2259 2470 2057 1577 1255 1093 925 791 24 Hour Total : 34214 AM peak hour begins : 08:30 AM peak volume : 2284 Peak hour factor : 0.98 PM peak hour begins : 17:00 PM peak volume : 2470 Peak hour factor : 0.94 ******************************************************************************* 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 Dec 14 ***************************************************************** : D1214002.PRN : 000000121303 : 000059070049 : Dec 14, 04 : Dec 14, 04 Miami, FL Interval Start time Stop time County Biscayne Boulevard North of NE 17 Terr Northbound Volume for Lane 1 : 15 minutes : 00:00 : 24:00 : Dade End Time 00 15 30 45 00 101 91 63 45 01 02 44 47 24 31 18 33 27 15 Hr Total 300 146 93 03 04 05 06 09 14 15 25 47 124 25 11 25 76 135 22 12 38 85 145 25 15 43 100 150 86 53 131 308 554 716 784 07 08 144 160 216 196 223 181 197 183 10 177 207 221 233 838 11 233 230 247 239 949 End Time 12 13 14 15 16 15 265 212 248 273 312 30 309 271 235 276 308 45 228 275 245 327 311 00 293 270 251 322 252 Hr Total 1095 1028 979 1198 1183 17 339 326 320 330 1315 18 266 299 259 237 1061 19 20 220 215 204 159 176 168 149 131 798 624 21 147 142 132 123 544 22 23 123 119 110 105 126 119 86 79 457 410 24 Hour Total : 15650 AM peak hour begins : 11:30 AM peak volume : 1060 Peak hour factor : 0.86 PM peak hour begins : 17:00 PM peak volume : 1315 Peak hour factor : 0.97 ******************************************************************************* Dec 14 Southbound Volume for Lane 2 End Time 00 01 02 15 51 49 30 46 31 45 43 39 00 39 19 Hr Total 179 138 19 25 17 19 80 03 10 23 17 23 73 04 05 06 07 08 09 15 30 84 221 370 325 18 45 147 251 371 337 19 58 204 292 370 343 29 79 206 373 367 339 81 212 641 1137 1478 1344 10 11 353 253 322 250 260 249 309 236 1244 988 End Time 12 13 15 258 248 30 297 261 45 322 325 00 250 254 Hr Total 1127 1088 14 15 16 17 245 219 206 310 227 250 202 285 218 270 280 259 256 255 230 226 946 994 918 1080 18 262 260 201 183 906 19 20 179 144 184 161 173 143 168 112 704 560 21 123 124 108 134 489 111 112 93 101 417 22 23 97 72 79 60 308 24 Hour Total : 17132 AM peak hour begins : 07:45 AM peak volume : 1484 Peak hour factor : 0.99 PM peak hour begins : 12:00 PM peak volume : 1127 Peak hour factor : 0.88 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location D1214002.PRN 000000121303 000059070049 Dec 14, 04 Dec 14, 04 Miami, FL Interval Start time Stop time County Biscayne Boulevard North of NE 17 Terr : 15 minutes : 00:00 : 24:00 : Dade ******************************************************************************* Dec 14 Total Volume for All Lanes End Time 00 01 02 15 152 93 30 137 78 45 106 63 00 84 50 Hr Total 479 284 37 58 44 34 03 24 48 39 48 173 159 04 05 30 55 29 70 31 96 44 122 134 343 131 223 289 306 949 06 07 345 386 437 523 1691 08 514 531 586 563 2194 2128 2082 1937 09 10 11 548 530 486 518 529 480 540 481 496 522 542 475 End Time 12 13 15 30 45 00 523 606 550 543 460 532 600 524 Hr Total 2222 2116 14 493 462 463 507 1925 15 492 526 597 577 2192 16 518 510 591 482 17 18 19 20 21 22 23 649 611 579 556 2101 2395 528 399 559 399 460 377 420 327 1967 1502 320 270 234 223 329 266 231 191 292 240 203 165 243 257 206 139 1184 1033 874 718 24 Hour Total : 32782 AM peak hour begins : 08:15 AM peak volume : 2228 PM peak hour begins : 17:00 PM peak volume : 2395 ******************************************************************************* Peak hour factor : 0.95 Peak hour factor : 0.92 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 D1214005.PRN 000000121301 000058410086 Interval Dec 14, 04 Start time . Dec 14, 04 Stop time Miami, FL County Biscayne Boulevard Btwn NE 14 & 15 St ******************************************************************************* Dec 14 Northbound Volume for Lane 1 15 minutes 00:00 24:00 Dade End Time 00 15 30 45 00 90 87 73 39 Hr Total 289 01 02 03 47 15 13 39 26 19 22 21 11 21 14 17 129 76 60 04 8 9 12 20 05 06 25 78 23 100 41 117 51 160 07 180 201 235 281 08 09 10 11 227 288 230 287 222 222 248 272 278 267 283 277 237 237 305 301 49 140 455 897 964 1014 1066 1137 End Time 12 13 14 15 15 363 269 288 306 30 328 345 291 352 45 254 307 281 395 00 355 289 328 390 Hr Total 1300 1210 1188 1443 16 391 373 319 336 1419 17 18 19 20 21 22 23 391 358 252 202 183 158 143 385 375 262 204 164 128 136 385 321 229 164 158 134 88 415 316 214 178 142 118 90 1576 1370 957 748 647 538 457 24 Hour Total : 19129 AM peak hour begins : 11:30 AM peak volume : 1269 Peak hour factor : 0.87 PM peak hour begins : 17:00 PM peak volume : 1576 Peak hour factor : 0.95 ******************************************************************************* Dec 14 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 ---- ---- ---- ---- ---- 15 62 46 16 14 9 34 72 203 30 67 29 29 17 19 39 145 245 45 35 28 16 10 10 45 182 301 00 40 23 21 23 25 63 212 341 Hr Total 204 126 82 64 63 181 611 1090 1407 1322 1269 1147 08 09 10 11 347 318 315 284 342 318 346 261 388 309 282 294 330 377 326 308 ---- ---- ---- ---- End Time 12 13 15 311 295 30 308 299 45 239 292 00 299 271 Hr Total 1157 1157 14 291 274 267 259 1091 15 250 281 276 313 1120 16 272 263 266 224 1025 17 296 280 173 147 118 139 96 268 302 175 129 112 126 100 261 259 142 135 100 107 85 286 238 145 109 127 80 73 ---- ---- ---- ---- 1111 1079 635 520 457 452 354 18 19 20 21 22 23 24 Hour Total : 17724 AM peak hour begins : 07:45 AM peak volume : 1418 Peak hour factor : 0.91 PM peak hour begins : 12:45 PM peak volume : 1185 Peak hour factor : 0.99 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D1214005.PRN Station : 000000121301 Identification : 000058410086 Interval : 15 minutes Start date : Dec 14, 04 Start time 00:00 Stop date : Dec 14, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location Biscayne Boulevard Btwn NE 14 & 15 St ******************************************************************************* Dec 14 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 152 93 31 27 17 59 150 383 574 606 545 571 30 154 68 55 36 28 62 245 446 564 540 594 533 45 108 50 37 21 22 86 299 536 666 576 565 571 00 79 44 35 40 45 114 372 622 567 614 631 609 Hr Total 493 255 158 124 112 321 1066 1987 2371 2336 2335 2284 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 674 564 579 556 663 687 638 425 349 301 297 239 30 636 644 565 633 636 653 677 437 333 276 254 236 45 493 599 548 671 585 646 580 371 299 258 241 173 00 654 560 587 703 560 701 554 359 287 269 198 163 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 2457 2367 2279 2563 2444 2687 2449 1592 1268 1104 990 811 24 Hour Total : 36853 AM peak hour begins : 11:30 AM peak volume : 2490 Peak hour factor : 0.92 PM peak hour begins : 17:00 PM peak volume : 2687 Peak hour factor : 0.96 ******************************************************************************* 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 Interval Start time Stop time County : NE 15th Street Btwn Bayshore & Biscayne ******************************************************************************* Dec 14 : D1214003.PRN : 000000121304 : 009601150098 : Dec 14, 04 : Dec 14, 04 : Miami, FL Eastbound Volume for Lane 1 15 minutes 00:00 24:00 Dade End Time 00 15 30 45 00 20 24 26 16 Hr Total 86 01 02 03 5 2 3 8 7 4 3 5 17 16 7 6 46 18 19 04 05 06 07 08 4 8 32 77 0 8 29 75 7 15 55 108 12 16 66 146 23 47 182 406 09 106 118 112 117 102 92 91 92 411 419 10 11 89 100 89 73 78 98 99 102 355 373 End Time 12 15 30 45 00 120 119 132 126 Hr Total 497 13 14 112 104 119 101 111 96 110 132 452 433 493 15 118 118 130 127 16 17 18 19 20 21 22 23 111 134 153 97 75 53 47 48 128 153 122 114 70 63 48 39 125 152 131 82 62 48 47 39 138 161 115 88 59 61 45 30 502 600 521 381 266 225 187 156 24 Hour Total : 7098 AM peak hour begins : 07:30 AM peak volume : 472 Peak hour factor : 0.81 PM peak hour begins : 17:15 PM peak volume : 619 Peak hour factor : 0.96 ******************************************************************************* Dec 14 Westbound Volume for Lane 2 End Time 00 15 30 45 00 28 20 13 14 Hr Total 75 01 02 6 8 8 13 53 35 14 14 12 13 03 3 7 3 8 04 0 6 3 11 21 20 05 6 6 6 16 34 06 07 08 09 10 11 17 41 85 79 83 89 19 44 109 86 89 73 22 65 116 69 61 66 33 81 114 94 71 78 91 231 424 328 304 306 End Time 12 15 30 45 00 79 73 74 84 Hr Total 310 13 14 74 86 71 71 302 91 76 78 68 313 15 71 107 76 74 328 16 17 58 84 80 83 88 88 64 72 290 327 18 19 20 98 71 71 57 297 21 22 23 52 54 42 45 38 55 46 46 46 32 63 45 29 27 33 50 50 42 31 21 220 195 159 149 124 24 Hour Total : 4936 AM peak hour begins : 08:00 AM peak volume 424 Peak hour factor : 0.91 PM peak hour begins : 17:15 PM peak volume : 341 Peak hour factor : 0.87 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 Data File : D1214003.PRN Station : 000000121304 Identification : 009601150098 Interval : 15 minutes Start date : Dec 14, 04 Start time : 00:00 Stop date : Dec 14, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 15th Street Btwn Bayshore & Biscayne ******************************************************************************* Dec 14 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 48 31 11 5 4 14 49 118 191 197 172 189 30 44 30 11 15 6 14 48 119 221 203 178 146 45 39 19 15 7 10 21 77 173 218 161 139 164 00 30 19 16 13 23 32 99 227 205 186 170 180 Hr Total 161 99 53 40 43 81 273 637 835 747 659 679 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 199 186 195 189 169 218 251 149 129 95 92 86 30 192 205 177 225 208 236 193 169 116 109 94 71 45 206 182 174 206 213 240 202 145 107 77 74 72 00 210 181 200 201 202 233 172 138 109 103 76 51 Hr Total 807 754 746 821 792 927 818 601 461 384 336 280 24 Hour Total : 12034 AM peak hour begins : 07:45 AM peak volume : 857 Peak hour factor : 0.94 PM peak hour begins : 17:15 PM peak volume : 960 Peak hour factor 0.96 ******************************************************************************* 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 : D1214001.PRN Station : 000000121305 Identification : 000058410067 Interval Start date : Dec 14, 04 Start time Stop date : Dec 14, 04 Stop time City/Town : Miami, FL County Location : NE 15th Street East of NE 1st Avenue ******************************************************************************* Dec 14 Eastbound Volume for Lane 1 15 minutes 00:00 24:00 Dade End Time 00 01 02 03 04 05 06 07 08 09 15 5 2 1 30 2 2 1 45 1 0 0 00 7 1 2 Hr Total ---- ---- ---- ---- ---- 10 11 1 0 5 6 11 32 28 24 0 2 5 4 13 28 31 36 2 3 6 5 16 33 31 38 2 1 7 17 26 28 18 35 ---- ---- ---- ---- ---- 15 5 4 5 6 23 32 66 121 108 133 32 21 44 58 155 End Time 12 13 15 45 35 32 30 29 26 32 45 30 30 35 00 30 33 36 Hr Total 134 124 135 14 15 16 17 50 60 46 30 37 36 46 42 50 45 40 31 171 179 163 18 19 20 21 22 23 35 21 14 15 13 18 14 8 11 6 6 7 6 7 12 7 3 6 4 6 5 4 5 3 85 53 30 32 19 17 24 Hour Total : 1815 AM peak hour begins : 11:30 AM peak volume : 176 Peak hour factor : 0.76 PM peak hour begins : 15:30 PM peak volume : 188 Peak hour factor : 0.78 ******************************************************************************* Dec 14 Westbound Volume for Lane 2 End Time 00 01 02 15 3 2 2 1 30 2 3 1 4 45 3 2 0 2 00 6 2 4 2 Hr Total 14 9 7 9 03 04 1 2 3 4 05 2 4 6 4 06 07 5 2 6 18 10 16 31 13 14 15 36 78 08 28 36 19 23 106 09 26 24 25 16 91 10 22 28 24 30 104 11 25 22 29 33 109 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 35 41 30 30 22 45 23 33 00 29 32 Hr Total 117 128 28 29 40 25 122 25 45 41 21 45 52 29 15 40 76 24 14 49 39 18 11 159 212 112 61 6 4 12 9 7 6 8 9 4 4 9 15 6 6 8 4 8 7 3 2 31 31 33 22 20 24 Hour Total : 1632 AM peak hour begins : 11:30 AM peak volume : 127 Peak hour factor : 0.91 PM peak hour begins : 15:45 PM peak volume : 222 Peak hour factor : 0.73 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D1214001.PRN Station : 000000121305 Identification : 000058410067 Interval : 15 minutes Start date : Dec 14, 04 Start time : 00:00 Stop date : Dec 14, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 15th Street East of NE 1st Avenue ******************************************************************************* Dec 14 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 8 4 3 2 1 7 11 24 60 54 46 57 30 4 5 2 4 4 9 6 27 64 55 64 43 45 4 2 0 4 6 12 11 31 52 56 62 73 00 13 3 6 4 5 11 35 62 51 34 65 91 Hr Total 29 14 11 14 16 39 63 144 227 199 237 264 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 80 76 60 75 105 87 56 19 18 12 11 13 30 59 48 61 75 89 65 36 22 15 11 10 11 45 53 63 75 86 118 74 28 26 15 27 10 8 00 59 65 61 94 79 49 26 17 13 15 10 5 Hr Total 251 252 257 330 391 275 146 84 61 65 41 37 24 Hour Total : 3447 AM peak hour begins : 11:30 AM peak volume : 303 Peak hour factor : 0.83 PM peak hour begins : 15:45 PM peak volume : 406 Peak hour factor 0.86 ******************************************************************************* NE 17TH TERRACE & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: FRANK SANCHEZ SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 17TEBISC Page : 1 BISCAYNE BOULEVARD From North Right Thru Left Date 12/15/04 16:00 10 197 31 16:15 6 207 38 16:30 7 179 36 16:45 6 198 60 Hr Total 29 781 165 17:00 7 230 50 17:15 9 204 48 17:30 2 168 51 17:45 2 211 57 Hr Total 20 813 206 NE 17TH TERRACE From East Right Thru Left BISCAYNE BOULEVARD From South Right Thru Left NE 17TH TERRACE From West Right Thru Left Total 36 42 34 23 135 38 27 43 36 144 3 4 3 9 19 12 4 8 6 30 7 6 7 7 27 7 8 7 15 37 11 16 20 12 59 11 21 15 21 68 316 305 330 296 1247 301 297 342 310 1250 10 4 3 3 20 10 3 5 2 20 7 2 6 7 22 6 4 4 2 16 1 0 3 0 4 1 2 0 0 3 4 2 1 2 9 0 0 1 3 633 632 629 623 2517 675 627 645 663 2610 *TOTAL* 49 1594 371 279 49 64 127 2497 40 38 7 12 1 5127 NE 17TH TERRACE & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: FRANK SANCHEZ SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 17TEBISC Page : 2 BISCAYNE BOULEVARD From North Right Thru Left Date 12/15/04 NE 17TH TERRACE 40 49 138 49 NE 17TH TERRACE From East Right Thru Left BISCAYNE BOULEVARD From South Right Thru Left NE 17TH TERRACE From West Right Thru Left Total 12 12 7 BISCAYNE BOULEVARD 1,594 1,594 2,014 95 7 57 38 38 0 1 371 371 4,802 12 2,497 279 2,788 • ALL VEHICLES Intersection Total 5,127 64 1,594 38 1,696 4,360 40 40 89 39 2,664 BISCAYNE BOULEVARD 2,497 2,497 0 0 279 279 49 49 64 64 505 371 7 127 NE 17TH TERRACE NE 17TH TERRACE & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: FRANK SANCHEZ SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 17TEBISC Page : 3 BISCAYNE BOULEVARD From North Right Thru Left Date 12/15/04 Peak Hour Analysis By Entire Peak start 17:00 Volume 20 813 206 Percent 2% 78% 20% Pk total 1039 Highest 17:00 Volume 7 230 50 Hi total 287 PHF .91 NE 17TH TERRACE 20 30 20 70 NE 17TH TERRACE From East Right Thru Left BISCAYNE BOULEVARD From South Right Thru Left NE 17TH TERRACE From West Right Thru Left Total ntersection for 17:00 144 30 68% 14% 211 17:30 43 8 58 .91 3 3 3 20 20 the Period: 16:00 to 18:00 17:00 37 68 1250 20 18% 50 93% 1% 1338 17:30 7 15 342 5 362 .92 n 12/15/04 17:00 16 3 3 730 14% 14% 22 17:00 6 1 2 9 .61 BISCAYNE BOULEVARD 813 813 1,039 2 3 22 16 16 0 206 206 2,436 3 1,250 144 1,397 ALL VEHICLES Intersection Total 2,610 37 813 16 866 2,204 20 20 48 211 1,338 BISCAYNE BOULEVARD 1,250 1,250 0 0 144 144 30 30 37 37 277 206 3 68 NE 17TH TERRACE NE 18TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: MIKE MALONE NOT SIGNALIZED, E/W STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 18STBISM Page : 1 BISCAYNE BOULEVARD From North Right Thru Left Date 12/15/04 16:00 2 218 9 16:15 3 239 7 16:30 3 219 19 16:45 3 253 15 Hr Total 11 929 50 17:00 1 281 19 17:15 3 260 20 17:30 1 216 18 17:45 0 258 17 Hr Total 5 1015 74 NE 18TH STREET From East Right Thru Left BISCAYNE BOULEVARD From South Right Thru Left NE 18TH STREET From West Right Thru Left Total 26 22 26 25 99 32 27 21 26 106 1 1 1 1 4 0 0 1 0 1 1 3 3 2 9 2 2 1 3 8 4 351 3 3 350 5 3 358 4 2 313 3 12 1372 15 2 343 6 2 339 3 3 363 4 2 334 3 9 1379 16 9 5 2 12 28 10 7 4 5 26 0 0 0 1 1 3 0 0 1 4 1 1 1 3 1 1 2 1 5 624 639 639 631 2533 700 664 634 650 2648 *TOTAL* 16 1944 124 205 5 17 1 21 2751 31 1 54 5 8 5181 NE 18TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: MIKE MALONE NOT SIGNALIZED, E/W STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 18STBISM Page : 2 BISCAYNE BOULEVARD From North Right Thru Left Date 12/15/04 NE 18TH STREET From East Right Thru Left BISCAYNE BOULEVARD From South Right Thru Left NE 18TH STREET From West Right Thru Left Total 0 NE 18TH STREET 31 5 16 52 0 8 8 1 16 16 BISCAYNE BOULEVARD • 1,944 1,944 — 2,084 19 5 67 54 54 1 0 0 124 124 5,048 8 2,751 205 2,964 ALL VEHICLES Intersection Total 5,181 17 1,944 54 2,015 4,818 31 31 37 227 2,803 BISCAYNE BOULEVARD 2,751 2,751 21 21 0 0 205 205 5 5 17 17 150 NE 18TH STREET 0 0 124 5 21 NE 18TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: MIKE MALONE NOT SIGNALIZED, E/W STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 18STBISM Page : 3 BISCAYNE BOULEVARD From North Right Thru Left Date 12/15/04 NE 18TH STREET From East Right Thru Left BISCAYNE BOULEVARD From South Right Thru Left NB 18TH STREET From West Right Thru Left Total Peak Hour Analysis By Entire Peak start 17:00 Volume 5 1015 74 Percent 0% 93% 7% Pk total 1094 Highest 17:00 Volume 1 281 19 Hi total 301 PHF .91 ntersection for the 17:00 106 1 8 92% 1% 7% 115 17:00 32 0 2 34 .85 NE 18TH STREET 16 1 5 22 5 5 4 4 26 26 0 5 5 Period: 16:00 to 18:00 on 12/15/04 17:00 9 1379 16 1% 98% 10 1404 17:30 3 363 4 370 .95 BISCAYNE BOULEVARD • 1,015 1,015 1,094 7 35 74 74 2,584 17:00 26 4 5 74% 11% 14% 35 17:00 10 3 1 14 .62 5 1,379 106 1,490 • ALL VEHICLES Intersection Total 2,648 8 1,015 26 1,049 2,453 16 16 115 202 1,404 • 1,379 BISCAYNE BOULEVARD 1,379 9 9 0 0 106 106 1 8 8 87 NE 18TH STREET 0 0 74 4 9 NE 19TH STREET & NE 4TH AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 WEST INTERSECTION Site Code : 00040269 Start Date: 12/15/04 File I.E. : 19ST4AVE Page : 1 NE 19TH STREET From East Thru Left Date 12/15/04 NE 4TH AVENUE From South Right Left NE 19TH STREET From West Right Thru Total 16:00 9 0 16:15 12 0 16:30 10 1 16:45 6 0 Hr Total 37 1 17:00 9 0 17:15 11 0 17:30 10 0 17:45 8 0 Hr Total 38 0 1 31 6 13 0 26 8 7 0 33 5 9 0 37 3 10 1 127 22 39 2 49 5 7 0 35 8 5 0 32 10 7 0 38 3 9 2 154 26 28 60 53 58 56 227 72 59 59 58 248 *TOTAL* 75 1 3 281 I 48 67 475 NE 19TH STREET & NE 4TH AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 WEST INTERSECTION Site Code : 00040269 Start Date: 12/15/04 File I.D. : 19ST4AVE Page : 2 NE 19TH STREET From East Thru Left Date 12/15/04 NE 4TH AVENUE From South Right Left NE 19TH STREET From West Right Thru Total NE 19TH STREET 281 75 356 0 0 67 71 67 115 48 48 0 l • WEST INTERSECTION Intersection Total 475 1 0 48 49 333 281 281 NE 4TH AVENUE 14 7 284 0 0 0 0 75 75 1 1 70 NE 19TH STREET 0 67 3 NE 19TH STREET & NE 4TH AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 WEST INTERSECTION Site Code : 00040269 Start Date: 12/15/04 File I.D. : 19ST4AVE Page : 3 NE 19TH STREET From Bast Thru Left Date 12/15/04 NE 4TH AVENUE From South Right Left NE 19TH STREET From West Right Thru Total Peak Hour Analysis By Peak start 17:00 Volume 38 0 Percent 100% 0% Pk total 38 Highest 17:15 Volume 11 0 Hi total 11 PHF .86 Entire Intersection for the NE 19TH STREET 17:00 2 154 1% 99% 156 17:00 2 49 51 .76 154 38 192 0 28 Period: 16:00 to 18:00 on 12/15/04 17:00 26 28 48% 52% 54 17:30 10 7 17 .79 46 28 54 26 0 26 0 WEST INTERSECTION Intersection Total 248 0 0 26 26 182 154 154 NE 4TH AVENUE 6 38 156 0 2 2 0 0 0 38 38 0 0 30 NE 19TH STREET 0 0 0 28 2 NE 18TH STREET & NE 4TH AVENUE, WESTSIDE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 18ST_4AV Page : 1 NB 4TH AVENUE From North Right Thru Left Date 12/15/04 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 17:45 Hr Total 1 0 2 0 3 0 1 0 1 2 8 10 4 3 25 5 6 9 4 24 1 0 0 0 1 0 0 0 0 0 NE 18TH STREET From East Right Thru Left NE 4TH AVENUE From South Right Thru Left NB 18TH STREET From West Right Thru Left Total 0 0 0 0 0 0 0 1 0 1 6 3 9 4 22 3 7 3 5 18 0 0 1 0 1 0 0 0 3 3 0 0 0 1 1 1 0 0 0 1 28 23 34 36 121 51 33 29 36 149 22 19 22 21 84 31 20 21 20 92 6 4 15 8 33 13 13 8 11 45 6 5 7 9 27 11 6 12 10 39 1 1 0 0 2 0 1 1 0 2 79 65 94 82 320 115 87 84 90 376 *TOTAL* 5 49 1 1 40 4 2 270 176 1 78 66 4 696 NE 18TH STREET & NE 4TH AVENUE, WESTSIDE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 18ST_4AV Page : 2 NE 4TH AVENUE From North Right Thru Left Date 12/15/04 NE 18TH STREET 176 40 221 5 NE 18TH STREET From East Right Thru Left NE 4TH AVENUE From South Right Thru Left NE 18TH STREET From West Right Thru Left Total 4 4 66 5 5 NE 4TH AVENUE 49 49 — 55 69 66 148 78 78 1 J 1 1 330 4 270 1 275 ALL VEHICLES Intersection Total 696 4 49 78 131 579 176 176 NE 4TH AVENUE 11 45 448 270 270 0 0 1 1 40 40 4 4 69 NE 18TH STREET 0 0 1 66 2 NB 18TH STREET & NB 4TH AVENUE, WESTSIDE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DBLRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040269 Start Date: 12/15/04 File I.D. : 18ST_4AV Page : 3 NB 4TH AVENUE From North Right Thru Left Date 12/15/04 Peak Hour Analysis By Entire Peak start 16:30 Volume 3 18 0 Percent 14% 86% 0% Pk total 21 Highest 17:15 Volume 1 6 0 Hi total 7 PHF .75 NE 18TH STREET From East Right Thru Left NE 4TH AVENUE From South Right Thru Left NE 18TH STREET From West Right Thru Left Total ntersection for the 16:30 0 23 1 0% 96% 4% 24 16:30 0 9 1 10 .60 0 0 NE 18TH STREET 94 23 120 3 33 3 3 Period: 16:00 to 18:00 on 12/15/04 16:30 2 154 94 1% 62% 38% 250 17:00 1 51 31 83 .75 NE 4TH AVENUE 18 18 21 03 33 83 49 1 49 1 1 0 0 176 16:30 49 33 1 59% 40% 1% 83 17:00 13 11 0 24 .86 1 154 0 155 ALL VEHICLES Intersection Total 378 1 18 49 68 318 94 94 NE 4TH AVENUE 5 24 250 154 154 2 2 0 0 0 0 23 23 1 1 35 NE 18TH STREET 0 0 0 33 2 Adjusted Traffic Counts Florida Department of Trail sportation Transportation Statistics Office 2003 Peak Season Factor Category Report MIAMI-DADE NORTH MOCF = 0.99 Category: 8700 Week Dates SF PSCF 1 01/01/2003 - 01/04/2003 1.01 1.02 2 01/05/2003 - 01/11/2003 1.01 1.02 3 01/12/2003 - 01/18/2003 1.02 1.03 4 01 / 19/2003 - 01/2.5 /2003 1.01 1.02 5 01/26/2003 - 02/01/2003 1.00 1.01 6 02/02/2003 - 02/08/2003 0.99 1.00 * 7 02/09/2003 - 02/15/2003 0.98 0.99 * 8 02/16/2003 - 02/2212003 0.99 1.00 * 9 02/23/2003 - 03/01/2003 0.99 1.00 * 10 03/02/2003 - 03/08/2003 0.99 1.00 * 11 03/09/2003 - 03/15/2003 1.00 1.01 * 12 03/16/2003 - 03/22/2003 0.99 1.00 * 13 03/23/2003 - 03/29/2003 0.99 1.00 * 14 03/30/2003 - 04/05/2003 0.99 1.00 * 15 04/06/2003 - 04/ 12/2003 0.99 1.00 * 16 04/13/2003 - 04/19/2003 0.99 1.00 * 17 04/20/2003 - 04/26/2003 0.99 1.00 * 18 04/27/2003 - 05/03/2003 0.99 1.00 * 19 05/04/2003 - 05/10/2003 0.99 1.00 20 05/11/2003 - 05/17/2003 0.99 1.00 21 05/18/2003 - 05/24/2003 0.99 1.00 22 05/25/2003 - 05/31/2003 0.99 1.00 23 06/01/2003 - 06/07/2003 0.99 1.00 24 06/08/2003 - 06/14/2003 1.00 1.01 25 06/15/2003 - 06/21/2003 1.00 1.01 26 06/22/2003 - 06/28/2003 1.00 1.01 27 06/29/2003 - 07/05/2003 1.00 1.01 28 07/06/2003 - 07/12/2003 1.01 1.02 29 07/13/2003 - 07/19/2003 1.01 1.02 30 07/20/2003 - 07/26/2003 1.01 1.02 31 07/27/2003 - 08/02/2003 1.02 1.03 32 08/03/2003 - 08/09/2003 1.02 1.03 33 08/10/2003 - 08/16/2003 1.02 1.03 34 08/17/2003 - 08/23/2003 1.02 1.03 35 08/24/2003 - 08/30/2003 1.02 I.03 36 08/31/2003 - 09/06/2003 1.02 1.03 37 09/07/2003 - 09/13/2003 1.01 1.02 38 09/14/2003 - 09/20/2003 1.01 1.02 39 09/21/2003 - 09/27/2003 1.01 1.02 40 09/28/2003 - 10/04/2003 1.01 1,02 41 10/05/2003 - 10/11/2003 1.01 1.02 42 10/12/2003 - 10/18/2003 1.00 1.01 43 10/19/2003 - 10/25/2003 1.00 1.01 44 10/26/2003 - 11/01/2003 1.01 1.02 45 11/02/2003 - 11/08/2003 1.01 1.02 46 11/09/2003 - 11/15/2003 1.01 1.02 47 11/16/2003 - 11/22/2003 1.01 1.02 48 11/23/2003 - 11/29/2003 1.01 1.02 49 11/30/2003 - 12/06/2003 1.01 1.02 50 12/07/2003 - 12/13/2003 1.01 1.02 51 12/14/2003 - 12/20/2003 1.01 1.02 52 12/21/2003 - 12/27/2003 1.01 1.02 53 12/28/2003 - 12/3112003 1.02 1.03 Note: "*" indicates peak season week Page 1 DAVID PLUMMER & ASSOCIATES, INC. 24-HOUR COUNTS Project Name: Portico Location: Biscayne Boulevard Between NE 19 Street and NE 20 Street Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 110 96 77 54 337 01:00 AM 49 61 30 37 177 02:00 AM 26 36 30 18 110 03:00 AM 13 27 25 25 90 04:00 AM 24 12 15 17 68 05:00 AM 31 32 40 46 149 06:00 AM 50 79 81 105 315 07:00AM 124 137 160 156 577 08:00 AM 171 185 233 221 810 09:00 AM 256 227 222 225 930 10:00 AM 189 229 252 262 932 11:OOAM 278 254 260 263 1,055 12:00 PM 298 345 263 336 1,242 01:00 PM 246 295 325 323 1,189 02:00 PM 300 278 301 289 1,168 03:00 PM 306 350 373 365 1,394 04:00 PM 336 356 343 299 1,334 05:00 PM 381 386 351 376 1,494 06:00 PM 324 326 289 276 1,215 07:00 PM 252 247 230 200 929 08:00PM 207 192 169 162 730 09:OOPM 164 156 148 138 606 10:OOPM 148 145 121 111 525 11:00 PM 149 142 110 89 490 I24-HOUR TOTALII 17,866 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 48 43 36 32 159 01:00 AM 45 30 35 15 125 02:00 AM 18 22 15 18 73 03:00 AM 9 19 19 23 70 04:00 AM 15 17 16 30 78 05:00 AM 34 46 65 68 213 06:00 AM 92 153 196 199 640 07:00 AM 217 271 305 370 1,163 08:00 AM 357 361 337 343 1,398 09:00 AM 324 343 307 330 1,304 10:00 AM 315 297 247 271 1,130 11:00 AM 238 231 234 232 935 12:00 PM 242 289 296 246 1,073 01:00 PM 254 257 299 242 1,052 02:00 PM 221 224 216 252 913 03:00 PM 214 223 258 223 918 04:00 PM 225 234 236 230 925 05:00 PM 276 251 243 206 976 06:00 PM 245 222 200 175 842 07:00PM 172 156 154 166 648 08:00 PM 137 141 134 113 525 09:OOPM 135 125 101 126 487 10:00 PM 106 112 97 85 400 11:00 PM 85 68 81 67 301 II24-HOUR TOTALII 16,348 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 1,169 Time: 05:00 PM Volume: 1,494 AM Peak Hour: PM Peak Hour: AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:30 AM 6.7% 59.0% SB 05:00 PM 7.2 60.5 % NB 04214 12/14/04 TWO-WAY TOTAL 496 302 183 160 146 362 955 1,740 2,208 2,234 2,062 1,990 2,315 2,241 2,081 2,312 2,259 2,470 2,057 1,577 1,255 1,093 925 791 34,214 Time: 07:45 AM Volume: 1,425 Time: 12:15 PM Volume: 1,085 Volume: 2,284 PHF: 0.98 Volume: 2,470 PHF: 0.94 biscayne_btw_19 street_20 street.xls DAVID PLUMMER & ASSOCIATES, INC. Project Name: Portico Location: Observer: 24-HOUR COUNTS Biscayne Boulevard North of NE 17 Terrace Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 101 91 63 45 300 01:00 AM 44 47 24 31 146 02:00 AM 18 33 27 15 93 03:00 AM 14 25 22 25 86 04:00 AM 15 11 12 15 53 05:00 AM 25 25 38 43 131 06:00 AM 47 76 85 100 308 07:00AM 124 135 145 150 554 08:00AM 144 160 216 196 716 09:00 AM 223 181 197 183 784 10:OOAM 177 207 221 233 838 11:00 AM 233 230 247 239 949 12:00 PM 265 309 228 293 1,095 01:00 PM 212 271 275 270 1,028 02:00 PM 248 235 245 251 979 03:00 PM 273 276 327 322 1,198 04:00 PM 312 308 311 252 1,183 05:00 PM 339 326 320 330 1,315 06:00 PM 266 299 259 237 1,061 07:00 PM 220 215 204 159 798 08:00PM 176 168 149 131 624 09:OOPM 147 142 132 123 544 10:OOPM 123 119 110 105 457 11:00 PM 126 119 86 79 410 I24-HOUR TOTALII 15,650 I AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 51 46 43 39 179 01:00 AM 49 31 39 19 138 02:00 AM 19 25 17 19 80 03:00 AM 10 23 17 23 73 04:00 AM 15 18 19 29 81 05:00 AM 30 45 58 79 212 06:00 AM 84 147 204 206 641 07:00 AM 221 251 292 373 1,137 08:00 AM 370 371 370 367 1,478 09:00 AM 325 337 343 339 1,344 10:00 AM 353 322 260 309 1,244 11:00 AM 253 250 249 236 988 12:00 PM 258 297 322 250 1,127 01:00 PM 248 261 325 254 1,088 02:00 PM 245 227 218 256 946 03:00 PM 219 250 270 255 994 04:00 PM 206 202 280 230 918 05:00 PM 310 285 259 226 1,080 06:00 PM 262 260 201 183 906 07:00PM 179 184 173 168 704 08:00 PM 144 161 143 112 560 09:OOPM 123 124 108 134 489 10:00 PM 111 112 93 101 417 11:00 PM 97 72 79 60 308 II24-HOUR TOTALII 17,132 I DAILY TRAFFIC COUNT SUMMARY Time: 11:30 AM Volume: 1,060 Time: 05:00 PM Volume: 1,315 AM Peak Hour: PM Peak Hour: AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:15 AM 6.8% 64.3% SB 05:00 PM 7.3% 54.9% NB 04214 12/14/04 TWO-WAY TOTAL 479 284 173 159 134 343 949 1,691 2,194 2,128 2,082 1,937 2,222 2,116 1,925 2,192 2,101 2,395 1,967 1,502 1,184 1,033 874 718 I 32,782 I Time: 07:45 AM Volume: 1,484 Time: 12:00 PM Volume: 1,127 Volume: 2,228 PHF: 0.95 Volume: 2,395 PHF: 0.92 biscayne_north_17 terrace.xls DAVID PLUMMER & ASSOCIATES, INC. 24-HOUR COUNTS Project Name: Portico Location: Biscayne Boulevard Between NE 14 Street and NE 15 Street Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 90 87 73 39 289 01:00 AM 47 39 22 21 129 02:00 AM 15 26 21 14 76 03:00 AM 13 19 11 17 60 04:00 AM 8 9 12 20 49 05:00 AM 25 23 41 51 140 06:00 AM 78 100 117 160 455 07:00 AM 180 201 235 281 897 08:00 AM 227 222 278 237 964 09:00 AM 288 222 267 237 1,014 10:00 AM 230 248 283 305 1,066 11:00 AM 287 272 277 301 1,137 12:00 PM 363 328 254 355 1,300 01:00 PM 269 345 307 289 1,210 02:00 PM 288 291 281 328 1,188 03:00 PM 306 352 395 390 1,443 04:00 PM 391 373 319 336 1,419 05:00 PM 391 385 385 415 1,576 06:00 PM 358 375 321 316 1,370 07:00 PM 252 262 229 214 957 08:00PM 202 204 164 178 748 09:OOPM 183 164 158 142 647 10:00 PM 158 128 134 118 538 11:00 PM 143 136 88 90 457 I24-HOUR TOTAL!' 19,129 I AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 62 67 35 40 204 01:00 AM 46 29 28 23 126 02:00 AM 16 29 16 21 82 03:00 AM 14 17 10 23 64 04:00 AM 9 19 10 25 63 05:00 AM 34 39 45 63 181 06:00 AM 72 145 182 212 611 07:00 AM 203 245 301 341 1,090 08:00 AM 347 342 388 330 1,407 09:00 AM 318 318 309 377 1,322 10:00 AM 315 346 282 326 1,269 11:00 AM 284 261 294 308 1,147 12:00 PM 311 308 239 299 1,157 01:00 PM 295 299 292 271 1,157 02:00 PM 291 274 267 259 1,091 03:00 PM 250 281 276 313 1,120 04:00 PM 272 263 266 224 1,025 05:00 PM 296 268 261 286 1,111 06:00 PM 280 302 259 238 1,079 07:00PM 173 175 142 145 635 08:OOPM 147 129 135 109 520 09:OOPM 118 112 100 127 457 10:00 PM 139 126 107 80 452 11:00 PM 96 100 85 73 354 II24-HOUR TOTAL II 17,724 I DAILY TRAFFIC COUNT SUMMARY Time: 11:30 AM Volume: 1,269 Time: 05:00 PM Volume: 1,576 AM Peak Hour: PM Peak Hour: AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 11:30 AM 6.8% 51.0% NB 05:00 PM 7.3 58.7% NB 04214 12/14/04 TWO-WAY TOTAL 493 255 158 124 112 321 1,066 1,987 2,371 2,336 2,335 2,284 2,457 2,367 2,279 2,563 2,444 2,687 2,449 1,592 1,268 1,104 990 811 I 36,853 I Time: 07:45 AM Volume: 1,418 Time: 12:45 PM Volume: 1,185 Volume: 2,490 PHF: 0.92 Volume: 2,687 PHF: 0.96 biscayne_btw_1 4 street_15 street.xls DAVID PLUMMER & ASSOCIATES, INC. 24-HOUR COUNTS Project Name: Portico Location: NE 15 Street Between Bayshore and Biscayne Observer: Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 20 24 26 16 86 01:00 AM 17 16 7 6 46 02:00 AM 5 3 7 3 18 03:00 AM 2 8 4 5 19 04:00 AM 4 0 7 12 23 05:00 AM 8 8 15 16 47 06:00 AM 32 29 55 66 182 07:00 AM 77 75 108 146 406 08:00 AM 106 112 102 91 411 09:00 AM 118 117 92 92 419 10:00 AM 89 89 78 99 355 11:00 AM 100 73 98 102 373 12:00 PM 120 119 132 126 497 01:00PM 112 119 111 110 452 02:00 PM 104 101 96 132 433 03:00PM 118 118 130 127 493 04:00 PM 111 128 125 138 502 05:00 PM 134 153 152 161 600 06:00PM 153 122 131 115 521 07:00 PM 97 114 82 88 381 08:00 PM 75 70 62 59 266 09:00 PM 53 63 48 61 225 10:00 PM 47 48 47 45 187 11:00 PM 48 39 39 30 156 II24-HOUR TOTAL II 7,098 AM Peak Hour: PM Peak Hour: EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 28 20 13 14 75 01:00 AM 14 14 12 13 53 02:00 AM 6 8 8 13 35 03:00 AM 3 7 3 8 21 04:00 AM 0 6 3 11 20 05:00 AM 6 6 6 16 34 06:00 AM 17 19 22 33 91 07:00 AM 41 44 65 81 231 08:00 AM 85 109 116 114 424 09:00 AM 79 86 69 94 328 10:00 AM 83 89 61 71 304 11:00 AM 89 73 66 78 306 12:00 PM 79 73 74 84 310 01:00 PM 74 86 71 71 302 02:00 PM 91 76 78 68 313 03:00 PM 71 107 76 74 328 04:00 PM 58 80 88 64 290 05:00 PM 84 83 88 72 327 06:00 PM 98 71 71 57 297 07:00 PM 52 55 63 50 220 08:00 PM 54 46 45 50 195 09:00 PM 42 46 29 42 159 10:00 PM 45 46 27 31 149 11:00 PM 38 32 33 21 124 I24-HOUR TOTAL II 4,936 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 473 Time: 05:15 PM Volume: 619 AM Peak Hour: PM Peak Hour: 04214 12/14/04 TWO-WAY TOTAL 161 99 53 40 43 81 273 637 835 747 659 679 807 754 746 821 792 927 818 601 461 384 336 280 12,034 AM Peak Hour: Time: 08:00 AM Volume: 424 PM Peak Hour: Time: 05:15 PM Volume: 341 EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 07:45 AM 7.1% 54.4% EB 05:15 PM 8.0 64.5% EB Volume: 857 PHF: 0.94 Volume: 960 PHF: 0.96 15 street_btw_bayshore_biscayne.xls DAVID PLUMMER & ASSOCIATES, INC. Project Name: Portico Location: Observer: 24-HOUR COUNTS NE 15 Street East of NE 1 Avenue Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 5 2 1 7 15 01:00 AM 2 2 0 1 5 02:00 AM 1 1 0 2 4 03:00 AM 1 0 2 2 5 04:00 AM 0 2 3 1 6 05:00 AM 5 5 6 7 23 06:00 AM 6 4 5 17 32 07:00 AM 11 13 16 26 66 08:00 AM 32 28 33 28 121 09:00 AM 28 31 31 18 108 10:00 AM 24 36 38 35 133 11:00 AM 32 21 44 58 155 12:00 PM 45 29 30 30 134 01:00 PM 35 26 30 33 124 02:00 PM 32 32 35 36 135 03:00 PM 50 30 46 45 171 04:00 PM 60 37 42 40 179 05:00 PM 46 36 50 31 163 06:00 PM 35 21 14 15 85 07:00 PM 13 18 14 8 53 08:00 PM 11 6 6 7 30 09:00 PM 6 7 12 7 32 10:00 PM 3 6 4 6 19 11:00 PM 5 4 5 3 17 I24-HOUR TOTALII 1,815 AM Peak Hour: PM Peak Hour: EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 3 2 3 6 14 01:00 AM 2 3 2 2 9 02:00 AM 2 1 0 4 7 03:00 AM 1 4 2 2 9 04:00 AM 1 2 3 4 10 05:00 AM 2 4 6 4 16 06:00 AM 5 2 6 18 31 07:00 AM 13 14 15 36 78 08:00 AM 28 36 19 23 106 09:00 AM 26 24 25 16 91 10:00 AM 22 28 24 30 104 11:00 AM 25 22 29 33 109 12:00 PM 35 30 23 29 117 01:00 PM 41 22 33 32 128 02:00 PM 28 29 40 25 122 03:00 PM 25 45 40 49 159 04:00 PM 45 52 76 39 212 05:00 PM 41 29 24 18 112 06:00 PM 21 15 14 11 61 07:00 PM 6 4 12 9 31 08:00 PM 7 9 9 6 31 09:00 PM 6 4 15 8 33 10:00 PM 8 4 6 4 22 11:00 PM 8 7 3 2 20 II24-HOUR TOTALII 1,632 DAILY TRAFFIC COUNT SUMMARY Time: 11:30 AM Volume: 176 Time: 03:30 PM Volume: 188 AM Peak Hour: PM Peak Hour: 04214 12/14/04 TWO-WAY TOTAL 29 14 11 14 16 39 63 144 227 199 237 264 251 252 257 330 391 275 146 84 61 65 41 37 3,447 AM Peak Hour: Time: 11:30 AM Volume: 127 PM Peak Hour: Time: 03:45 PM Volume: 222 EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 11:30 AM 8.8 58.1 % EB 03:45 PM 11.8% 54.7% WB Volume: 303 PHF: 0.83 Volume: 406 PHF: 0.86 15 street_east_1 avenue.xls DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Portico Project Number: Count Date: Day of Week: Wednesday 04214 Biscayne Boulevard and NE 17 Terrace 12/15/04 Traffic Survey Specialists, Inc. Biscayne Boulevard NE 17 Terrace TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 10 316 11 337 31 197 10 238 4 1 7 12 7 3 36 46 633 04:15 PM 04:30 PM 4 305 16 325 38 207 6 251 2 0 2 4 6 4 42 52 632 04:30 PM 04:45 PM 3 330 20 353 36 179 7 222 1 3 6 10 7 3 34 44 629 04:45 PM 05:00 PM 3 296 12 311 60 198 6 264 2 0 7 9 7 9 23 39 623 05:00 PM 05:15 PM 10 301 11 322 50 230 7 287 2 1 6 9 7 12 38 57 675 05:15 PM 05:30 PM 3 297 21 321 48 204 9 261 0 2 4 6 8 4 27 39 627 05:30 PM 05:45 PM 5 342 15 362 51 168 2 221 0 0 4 4 7 8 43 58 645 05:45 PM 06:00 PM 2 310 21 333 57 211 2 270 1 0 2 3 15 6 36 57 663 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Biscayne Boulevard NE 17 Terrace TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 20 1273 65 1,359 189 813 25 1,027 6 4 19 29 33 25 142 200 2,615 PEAK HOUR FACTOR 0.92 0.88 0.59 0.84 0.97 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.02 biscayne_17 terr.xls DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Portico Project Number: Count Date: Day of Week: Wednesday 04214 Biscayne Boulevard and NE 18 Street 12/15/04 Traffic Survey Specialists, Inc. Biscayne Boulevard NE 18 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 3 351 4 358 9 218 2 229 0 0 9 9 1 1 26 28 624 04:15 PM 04:30 PM 5 350 3 358 7 239 3 249 1 0 5 6 3 1 22 26 639 04:30 PM 04:45 PM 4 358 3 365 19 219 3 241 1 0 2 3 3 1 2 6 615 04:45 PM 05:00 PM 3 313 2 318 15 253 3 271 1 1 12 14 2 1 25 28 631 05:00 PM 05:15 PM 6 343 2 351 19 281 1 301 1 3 10 14 2 0 32 34 700 05:15 PM 05:30 PM 3 339 2 344 20 260 3 283 1 0 7 8 2 0 27 29 664 05:30 PM 05:45 PM 4 363 3 370 18 216 1 235 2 0 4 6 1 1 21 23 634 05:45 PM 06:00 PM 3 334 2 339 17 258 0 275 1 1 5 7 3 0 26 29 650 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Biscayne Boulevard NE 18 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 16 1403 11 1,430 63 991 8 1,063 4 3 28 34 9 3 92 104 2,630 PEAK HOUR FACTOR 0.95 0.87 0.60 0.75 0.95 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.02 biscayne_18 street.xls DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Portico Project Number: Count Date: Day of Week: Wednesday 04214 NE 4 Avenue and NE 19 Street (West) 12/15/04 Traffic Survey Specialists, Inc. NE 4 Avenue NE 19 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 31 0 1 32 0 0 0 0 0 13 6 19 0 9 0 9 60 04:15 PM 04:30 PM 26 0 0 26 0 0 0 0 0 7 8 15 0 12 0 12 53 04:30 PM 04:45 PM 33 0 0 33 0 0 0 0 0 9 5 14 1 10 0 11 58 04:45 PM 05:00 PM 37 0 0 37 0 0 0 0 0 10 3 13 0 6 0 6 56 05:00 PM 05:15 PM 49 0 2 51 0 0 0 0 0 7 5 12 0 9 0 9 72 05:15 PM 05:30 PM 35 0 0 35 0 0 0 0 0 5 8 13 0 11 0 11 59 05:30 PM 05:45 PM 32 0 0 32 0 0 0 0 0 7 10 17 0 10 0 10 59 05:45 PM 06:00 PM 38 0 0 38 0 0 0 0 0 9 3 12 0 8 0 8 58 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS NE 4 Avenue NE 19 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 143 0 2 145 0 0 0 0 0 34 24 59 1 38 0 39 242 PEAK HOUR FACTOR 0.70 N/A 0.76 0.79 0.86 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.02 4 avenue_19 street (west).xls DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Portico Project Number: Count Date: Day of Week: Wednesday 04214 NE 4 Avenue and NE 18 Street (West) 12/15/04 Traffic Survey Specialists, Inc. NE 4 Avenue NE 18 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 22 28 0 50 1 8 1 10 1 6 6 13 0 6 0 6 79 04:15 PM 04:30 PM 19 23 0 42 0 10 0 10 1 5 4 10 0 3 0 3 65 04:30 PM 04:45 PM 22 34 0 56 0 4 2 6 0 7 15 22 1 9 0 10 94 04:45 PM 05:00 PM 21 36 1 58 0 3 0 3 0 9 8 17 0 4 0 4 82 05:00 PM 05:15 PM 31 51 1 83 0 5 0 5 0 11 13 24 0 3 0 3 115 05:15 PM 05:30 PM 20 33 0 53 0 6 1 7 1 6 13 20 0 7 0 7 87 05:30 PM 05:45 PM 21 29 0 50 0 9 0 9 1 12 8 21 0 3 1 4 84 05:45 PM 06:00 PM 20 36 0 56 0 4 1 5 0 10 11 21 3 5 0 8 90 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS NE 4 Avenue NE 18 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 90 138 1 228 1 25 3 28 2 34 40 75 2 20 1 23 355 PEAK HOUR FACTOR 0.67 0.69 0.77 0.56 0.82 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.02 4 avenue_18 street (west).xls Signal Timings PATTERN SCHEDULE FOR 4136 US 1 & NE 17 TERR FOR DAY # 4 (SECTION 3) TIME PT OFF NSW F Y EWW F G Y SL Y R S Y M CYC MIN: 7 10 12 1 5 0 11 88 41 10 4 6 12 1 4 7 4 1 90EARLY NI 15 21 88 41 10 4 6 12 1 4 7 4 1 90NITE M2 115 23 0 20 10 4 6 12 1 4 5 4 1 6 67LATE NIG 500 19 0 20 10 4 6 12 1 4 5 4 1 6 67DAWN M2 545 1 88 41 10 4 6 12 1 4 7 4 1 90AVG M2 0 615 2 3 40 10 4 6 12 1 4 8 4 1 90PRE AM M 745 12 23 41 10 4 6 12 1 4 7 4 1 90AM PEAK 845 16 8 52 10 4 6 12 1 4 16 4 1 110MID MORN 1200 17 49 53 10 4 6 12 1 4 15 4 1 110NOON M2 1345 10 52 50 10 4 6 12 1 4 18 4 1 110AFT M1 0 1545 9 54 55 10 4 6 12 1 4 18 4 1 115PRE PM P 1630 18 14 55 10 4 6 12 1 4 18 4 1 115PM PEAK 1800 3 1 40 10 4 6 12 1 4 8 4 1 90POST PM 1900 1 88 41 10 4 6 12 1 4 7 4 1 90AVG M2 0 2130 11 88 41 10 4 6 12 1 4 7 4 1 90EARLY NI ENTER THE DAY #, CONTROLLER # (/ = STOP) Appendix C FDOT's Quality/LOS Handbook Generalized Tables Downtown Miami DRI Increment II Transit Ridership TABLE 4 - 7 GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW HIGHWAYS Lanes Divided 1 Undivided 2 Divided 3 Divided A 100 1,060 1,600 Level of Service B C D 340 670 950 1,720 2,500 3,230 2,590 3,740 4,840 E 1,300 3,670 5,500 STATE TWO-WAY ARTERIALS Class I (>0.00 to 1.99 signalized intersections per mile) Level of Service Lanes Divided A B C D 1 Undivided ** 220 720 860 2 Divided 250 1,530 1,810 1,860 3 Divided 380 2,330 2,720 2,790 4 Divided 490 3,030 3,460 3,540 Class II (2.00 to 4.50 signalized intersections per mile) Level of Service Lanes Divided A B C D 1 Undivided 2 Divided 3 Divided 4 Divided ** ** ** ** 100 220 340 440 590 1,360 2,110 2,790 810 1,710 2,570 3,330 E 890 *** *** *** E 850 1,800 2,710 3,500 Class III (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A ** ** ** ** ** ** ** ** Level of Service B C D 280 660 650 1,510 1,020 2,330 1,350 3,070 E 810 1,720 2,580 3,330 Class IV (more than 4.5 signalized intersections per mile and within primary city central business district of an urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A ** ** ** ** Level of Service B C D ** 270 720 650 1,580 1,000 2,390 1,350 3,130 ** ** ** E 780 1,660 2,490 3,250 FREEWAYS Interchange spacing > 2 mi. apart Level of Service Lanes A B C D 2 1,270 2,110 2,940 3,580 3 1,970 3,260 4,550 5,530 4 5 6 2,660 3,360 4,050 4,410 5,560 6,710 Interchange spacing < 2 mi. apart Lanes 2 3 4 5 6 A 1,130 1,780 2,340 3,080 3,730 6,150 7,760 9,360 Level of Service B 1,840 2,890 3,940 4,990 6,040 7,480 9,440 11,390 C D 2,660 3,440 4,180 5,410 5,700 7,380 7,220 9,340 8,740 11,310 E 3,980 6,150 8,320 10,480 12,650 E 3,910 6,150 8,380 10,620 12,850 Lanes Divided 1 Undivided 2 Divided 3 Divided Lanes Divided 1 Undivided 2 Divided ** ** ** ** NON -STATE ROADWAYS Major City/County Roadways Level of Service A B C ** ** ** ** ** ** 480 1,120 1,740 Other Signalized Roadways (signalized intersection analysis) Level of Service D 760 1,620 2,450 A B C D 250 530 580 1,140 E 810 1,720 2,580 E 660 1,320 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometrics at 40 mph posted speed and traffic conditions, not number of bicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage 0-49% 50-84% 85-100% A ** ** 130 160 380 Level of Service B C D 720 >210 170 210 >380 * * * E >720 *** *** PEDESTRIAN MODE (Note: Level of service for the pedestrian mode in this table is based on roadway geometrics at 40 mph posted speed and traffic conditions, not the number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% Sidewalk Coverage 0-84% 85-100% A ** ** ** B ** ** 120 Level of Service C D ** 330 ** 520 590 >590 BUS MODE (Scheduled Fixed Route) (Buses per hour) Level of Service A B C ** >5 >4 >6 >4 >3 D >3 >2 E 810 990 * * * E >2 >1 Source: Florida Department of Transportation Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 http://www11.myflorida.com/planning/systems/sm/los/default.htm 02/22/02 ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIVIDED (alter corresponding volumes by the indicated percent) Lanes Median 1 Divided 1 Undivided Multi Undivided Multi Undivided Left Turns Lanes Yes No Yes No Adjustment Factors +5% ONE WAY FACILII'MS Increase corresponding volume 20% -20% -5% -25% *This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Values shown are hourly directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. Level of service letter grade thresholds are probably not comparable across modes and, therefore, cross modal comparisons should be made with caution. Furthermore, combining levels of service of different modes into one overall roadway level of service is not recommended. To convert to annual average daily traffic volumes, these. volumes must be divided by appropriate D and K factors. The table's input value defaults and level of service criteria appear on the following page. Calculations are based on planning applications of the Highway Capacity Manual, Bicycle LOS Model, Pedestrian LOS Model and Transit Capacity and Quality of Service Manual, respectively for the automobile/truck, bicycle, pedestrian and bus modes. **Cannot be achieved using table input value defaults. ***Not applicable for that level of service letter grade. For automobile/truck modes, volumes greater than level of service D become F because intersection capacities have been reached. For bicycle and pedestrian modes, the level of service letter grade (including F) is not achievable, because there is no maximum vehicle volume threshold using table input value defaults. 97 LEVEL OF SERVICE TABLE CLASSIFICATION TYPE FDOT'S 2002 QUALITY / LEVEL OF SERVICE [1] PERSON TRIP LEVEL OF SERVICE A B C D E A B C D E CLASS 4 ARTERIAL 1LU 0 0 270 720 780 0 0 0.35 0.92 1.00 2LD 0 0 650 1580 1660 0 0 0.39 0.95 1.00 3LD 0 0 1000 2390 2490 0 0 0.40 0.96 1.00 4LD 0 0 1350 3130 3250 0 0 0.42 0.96 1.00 NON -STATE ROADWAYS 1LU 0 0 480 760 810 0 0 0.59 0.94 1.00 1LD 0 0 500 800 850 0 0 0.59 0.94 1.00 Source: FDOT's 2002 Quality/Level of Service Handbook NOTES: [1] THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOT'S 2002 LEVEL OF SERVICE BY THE LOS E FOR EACH TYPE OF ROADWAY. Paps 1 415 20.NGw2001 ROADWAY FROM BISCAYNE BLVO Ng 54 STREET NE 46 STREET 1.19E NE 36 STREET NE 29 STREET NE 20 STREET NE 19 STREET NE 15 STREET NE 14 STREET NE 13 STREET 1-395 NE 6 STREET NE 3 STREET NE 1 STREET 5E 1 STREET SE 2 STREET TO NE 46 STRET 1.19E NE 36 STREET NE 29 STREET NE 20 STREET NE 19 STREET NE 15 STREET NE 14 STREET NE 13 STREET 1-395 NE 6 STREET NE 3 STREET NE 1 STREET 5E 1 STREET SE 2 STREET SE 1 STREET NE 2 AVENUE17RICRELL AVENUE NE 20 STREET NE 19 STREET NE 19 STREET NE $4 STREET edE 14 STREET NE 13 STREET NE 13. STREET 1-395 I-395 NE351REET NE 3 STREET NE 1 STREET NE 1 STREET FLAGLER STREET FLAGLER STREET SE 1 STREET SE 1 STREET 5E 2 STREET SE 2 STREET SE 4 STREET SE 4 STREET SE 0 STREET SE 8 STREET SW 13 STREET SW 13 STREET SW 15 ROAD SW 15 ROAD RICITENBACKER CSWY NE 1 AVENUE NE T7 STREET NE 14 STREET NE 14 STREET f-395 1.39E . NE STREET NE STREET FLAGLER STREET i FLAGLER STREET SE 1 STREET T i SE 1 STREET SE 2 STREET 5DIJREE KEITH ARO SCHNARS P FACILITY TYPE EXISTING DIR LANES N6 50 NB SB I46 sB NB SB N6 SB NB SS 140 50 NO 50 NO S6 NB SB NB 5B 5S NB 56 NB 5B NB 5B N9 NB se NB SS 4413 S3 50 5B 86 SB SE SB 5B NB SB NB SB NB 5B NB SB NB se NB Na NB NB NB 4L0 4LD TABLE21A5 DOWNTOWN MIAMI DR1 UPDATE EXIStING P1f BBB RIOERBRIP AND PERSON -TRIP CAPACITY ASSIGNMENTS 3 4LD 3 3 ILO 3 410 4L0 3 4LD 3 4LD 8l0 3 ELD 3 3 4L 3 36 3 BLO 3 3 OLD 3 3 8L0 3 40 8LD 95 2L0W 95 4LV 9 4LU CAI 9 9 3L 9 3L 9 3L 9 3L K 3L 3L 24 4L 24 2L 24 31, 24 440 24 24 4413 4a 40 4LD 40 40 18 18 16 16 16 16 16 16 16 16 15 16 32 32 40 40 16 16 16 18 16 16 16 16 56 16 11 93 95 95 10 10 10 10 10 10 10 T 9 da 48 46 62 62 62 62 62 62 36 36 36 36 36 36 36 36 62 62 40 4a 49 48 40 48 49 40 48 48 16 95 95 32 32 1( Si 95. e 93 93 93 93 93 93 62 62 62 62 62 62 62 62 93 93 51 51 51 51 51 51 31 51 51 93 48 T T N 95 93 93 93 93 93 93 93 93 95 93 93 93 93 93 93 93 93 93 95 77 T 95 24V 6 9 10 3L 6 9 10 R T 3L 6 9 10 N T 3L 2 6 7 e 9 3L 2 6 7 a 9 34 6 0 T 95 T 95 95 Y 95 95 C 95 D 95 C 95 C 95 95 95 51 B 10 10 BUS ROwJTEB SERVING ROA0YVAYBEGEMENT1 65 95 65 95 95 5 95 95 95 S 95 95 95 93 K K 95 T 95 T 96 T 95 T 95 C 95 O 95 C 95 95 C 95 T C C S 95 5 S 5 5 95 C 5 111 56 111 66 111 66 111 66 11 66 111 66 $11 54 11t 45 111 45 111 45 111 45 60 46 8a 30 84 16 99 69 99 fig 99 89 99 32 69 20 99 32 69 20 99 32 69 20 18 32 1a 32 99 42 99 42 75 42 75 240 75 9 TO 132 48 72 20 66 TO 56 18 66 10 66 1a 46 12 2 08 40 24 32 18 27 4B 36 46 51 0 0 0 51 BUS ROUTES AND R1DER0H1P PER SEGEMENT 52 52 52 52 52 52 52 52 46 52 d6 62 21 13 21 13 21 21 13 21 13 21 13 21 13 21 13 B 77 a3 15 C 108 100 106 500 TOO 100 100 150 0 108 100 0 100 150 0 106 100 16 104 76 18 104 96 76 to 72 100 96 60 16 72 T00 96 fie 10 72 60 96 66 16 63 SO 75 60 18 63 12 00 107 75 60 96 96 96 52 84 84 76 12 76 6 12 92 6 137 80 80 3 24 68 a 144 92 3 0 14 2 24 6 132 fi 16 6 7 6 9 10 N I T 132 16 132 ,0 156 t20 136 4.3 112 532 4 70 48 114 46 76 124 2 33 66 66 46 76 76 66 126 120 128 106 108 187 117 B 290 200 290 200 290 200 290 200 290 200 295 170 273 152 140 152 148 132 1411 152 1411 152 132 TOTAL BITS RIDERSHIP 1PERSON91 399 248 339 24a 939 248 523 416 523 416 523 416 442 383 676 405 752 506 748 496 748 498 677 ,09 657 394 1.106 Si 187 107 195 119 04 306 308 306 304 192 06 94 365 115 240 119 156 26 130 22 184 4E0 434 570 403 66 BIDS CAPACITY PERSONS] 920 920 920 920 920 920 1,472 2.252 1,472 2.252 1,472 2.252' 1,469 2.249 1.021 1.608 1.706 2,486 1,706 2,4E6 1,706 2,486 1,706 2,406 2 436 2.226 3,434 306 780 780 7,3 713 S16 1.070 1,070 1,070 1,330 552 538 566 1.346 566 561 566 306 306 306 306 674 1.226 1.226 2,114 2,114 534 WC 0 368 0270 0 360 0270 0 368 3.270 0.355 0.16E 0 355 D 185 0 355 0.165 0 301 0 170 0 660 0266 0441 0.204 0436 0.200 0.438 0.200 0 397 0137 0.264 0.17J 0.322 0 114E 0240 0 240 0.278 0167 0.162 9.299 0230 0288 0 229 0.348 0 164 0.166 0.27t 0.203 0 424 0.210 0 313 0.035 0 451 0.072 0273 0.362 0 354 0273 0 192 0.127 N lTRANPLAFAPROJECT51200111671fi1TABLE0111 MATRIX WK4 Peg* Sal 5 204N_1v"E01 ROADWAY FROM ��8S 1Ia AVE Be TO NW 20 50REST II li NW 17 STREET Hw 14 STREET NW 9 STREET NW 5 STREET Nw 17 STREET NW 14 STREET NW 9 STREET NW 5 STREET 5'N 1 STREET ONE 26 STREET NE 2 AVENUE N MIAMI AVENUE N MIAMI AVENUE NO 3AVENUE III NW 3AVENUE F95 NE 15 STREET/VENETIAN CBWY BISCAYNE ISLAND BAYSHORE CHINE BAYSHORE DRIVE BISCAYNE BLVD BISCAYNE BLVD N MIAMI AVENUE ;NE 14 STREET BAY5110RE DRIVE BISCAYNE BLVD BISCAYNE BLVD NE 1 AVENUE NE 1 AVENUE N 14IAM1 AVENUE N MIAMI AVENUE Nye 2 AVENUE NW2AVENUE NW3AYE NUE 74W)AVENUE 1-95 NE 11 STREET Nw 3AVENUE K95 NE 40 OTREET NW 3 AVENUE 1 FACILITY' TYPE EXISTING OIR LAMES NB 55 NB SB NB SB NB NB EB YVB EB WB EB WB ES WB EB W9 EB WB EB W0 EB W8 EB WB EB w8 EB WB EB WB we I-95 E EB NE 6 STREET/PORT BOULEVARD E OF PORT BRIDGE 515CAYNE BLVD BISCAYNE BLVD NE 1 AVENUE NE 1 AVENUE, N MIAMI AVENUE N MIAMI AVENUE NW 1 AVENUE NW 1 AVENUE NW 1 GT NW 1 CT Nw2AVE NUE NW 2 AVENUE NW 3 AVENUE NW 3 AVENUE 1-95 EB we W0 WB WB WB WB WB 8 N Lr3 0 21.11 2LU 21U 31. 2L 2LU 41U 810 2L0 2LD 2LU 4LU 2L IL 2L 1L 2LU 21U 21.0 3L 2L 510 3L 2L 2L 2L 2L 2L 3L 2 2 21 21 32 32 32 32 32 32 21 21 A A 32 38 32 3 M M M 2 2 21 2 2 2 7 16 16 M M M M 7 21 µ La 45 48 51 51 A A 62 62 C C R K TABLE 21 J15 DOWNTOWN MIAMI OR/ UPDATE EXISTING PM Bus RIDERSHIP AND PERSON -TRIP CAPACITY ASSIGNMENTS BUS ROUTES SERVING Ii0A0WAY SEGEMENTs M 41 32 93 128 72 32 2J 18 27 16 27 IB 32 18 18 2 68 128 21 16 21 54 75 75 75 s6 22 58 16 36 32 3 45 T 86 66 75 78 A 24 18 24 16 3 51 5 BIOS RIDERSHIP ROUTES PER AND SEGEM ENT TOTAL BUS RIDERSHIP PERSONS BUS CAPACITY PERSONS) WC 196 559 0 354 1au 559 0 250 58 174 0 509 18 114 0 156 27 195 0 136 18 195 0092 27 195 0138 10 195 0092 27 195 a138 16 195 0092 24 45 0533 8 45 0400 74 546 0136 37 270 0137 Si 82 93 G I4 M 8 1 52 13 75 112 68 275 152 945 2 008 0 421 52 21 76 72 96 14 200 132 774 2.739 0 263 112 46 128 286 682 0 419 96 14 128 23$ 662 0 349 46 46 130 0 354 14 14 130 ❑ 108 46 48 130 0 354 14 14 130 0 106 46 114 445 0.256 14 142 445 0 319 16 114 ❑ 140 S4 111 0474 243 169 868 8 213 141 510 0 276 75 315 0 235 132 309 9 427 132 309 0 427 SOURCE KEITH AND SCHNAR S. P A 44.ITRANPLANiPROJECTS<20011167161TABLE5111MRTRI74 WK4 Appendix D Intersection Capacity Analysis Worksheets Existing Conditions HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: BISCAYNE BLVD / NE 17 TERRACE Agency: Area Type: All other areas Date: 12/17/04 Jurisd: Period: EXISTING PM PEAK HOUR Year : 2004 Project ID: PORTICO MUSP - # 04214 E/W St: NE 17 TERRACE N/S St: BISCAYNE BLVD SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound IL T RIL T RIL T RIL TR I I I I No. Lanes I 0 1 0 I 1 1 0 I 1 2 0 I 1 2 0 LGConfig I LTR I L TR I L TR I L TR Volume 16 4 19 133 25 142 120 1273 65 1189 813 25 Lane Width I 12.0 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol I 0 I 0 I 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NB Left A Thru A 1 Thru A Right A Right A Peds Peds WB Left A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right 1 EB Right SB Right 1 WB Right Green 19.0 65.0 18.0 Yellow 4.0 4.0 4.0 All Red 0.0 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 260 1573 0.12 0.17 41.0 D 41.0 D Westbound L 227 1374 0.15 0.17 41.4 D TR 269 1626 0.64 0.17 49.8 D 48.4 D Northbound L 278 491 0.08 0.57 11.5 B TR 1990 3521 0.69 0.57 18.9 B 18.8 B Southbound L 455 1770 0.43 0.76 27.8 C TR 1996 3531 0.43 0.57 14.5 B 17.0 B Intersection Delay = 20.6 (sec/veh) Intersection LOS = C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Agency/Co.: Date Performed: 12/17/04 Analysis Time Period: EXISTING PM PEAR HOUR Intersection: BISCAYNE BLVD / NE 18 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2004 Project ID: PORTICO MUSP - #04214 East/West Street: NE 18 STREET North/South Street: BISCAYNE BLVD Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 16 1403 11 63 991 8 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 16 1476 11 66 1043 8 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 9 3 92 4 3 28 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 9 3 96 4 3 29 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 1 0 Configuration LT R LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config L L I LT R I LTR v (vph) 16 66 12 C(m) (vph) 658 448 18 v/c 0.02 0.15 0.67 95% queue length 0.07 0.51 1.78 Control Delay 10.6 14.4 386.2 LOS B B F Approach Delay Approach LOS 59.6 96 36 357 85 0.27 0.42 1.07 1.72 18.8 75.4 C F 75.4 F F HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Agency/Co.: Date Performed: 12/17/04 Analysis Time Period: EXISTING PM PEAR HOUR Intersection: NE 4 AVE / NE 19 STREET (WEST) Jurisdiction: Units: U. S. Customary Analysis Year: 2004 Project ID: PORTICO MUSP - #04214 East/West Street: NE 19 STREET North/South Street: NE 4 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 34 24 1 38 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.86 Hourly Flow Rate, HFR 39 27 1 44 Percent Heavy Vehicles -- -- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 143 2 Peak Hour Factor, PHF 0.86 0.86 Hourly Flow Rate, HFR 166 2 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 Flared Approach: Exists?/Storage No / Lanes 0 0 Configuration LR 0 Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LT 1 LR I v (vph) 1 168 C(m) (vph) 1536 901 v/c 0.00 0.19 95% queue length 0.00 0.68 Control Delay 7.3 9.9 LOS A A Approach Delay 9.9 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Agency/Co.: Date Performed: 12/17/04 Analysis Time Period: EXISTING PM PEAK HOUR Intersection: NE 4 AVE / NE 18 ST (West) Jurisdiction: Units: U. S. Customary Analysis Year: 2004 Project ID: PORTICO MUSP - # 04214 East/West Street: NE 18 STREET North/South Street: NE 4 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 90 138 1 1 25 3 Peak -Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR 109 168 1 1 30 3 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 2 20 1 2 34 40 Peak Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR 2 24 1 2 41 48 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LTR LTR I LT TR I LT TR v (vph) 109 1 14 13 22 68 C(m) (vph) 1579 1409 496 514 501 791 v/c 0.07 0.00 0.03 0.03 0.04 0.09 95% queue length 0.22 0.00 0.09 0.08 0.14 0.28 Control Delay 7.4 7.6 12.5 12.2 12.5 10.0- LOS A A B B B A Approach Delay 12.3 10.6 Approach LOS B B Future without Project HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: BISCAYNE BLVD / NE 17 TERRACE Agency: Area Type: All other areas Date: 12/17/04 Jurisd: Period: FUTURE W/O PROJ PM PEAK HOUR Year : 2004 Project ID: PORTICO MUSP - # 04214 E/W St: NE 17 TERRACE N/S St: BISCAYNE BLVD SIGNALIZED INTERSECTION SUMMARY 1 Eastbound I Westbound 1 Northbound 1 Southbound 1 L T R I L T R 1 L T R I L T R 1 I 1 I No. Lanes 1 0 1 0 I 1 1 0 1 1 2 0 I 1 2 0 LGConfig 1 LTR I L TR 1 L TR I L TR Volume 16 8 21 1150 33 154 122 1509 102 1205 970 27 Lane Width 1 12.0 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol 1 0 1 0 1 0 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NB Left A Thru A 1 Thru A Right A Right A Peds Peds WB Left A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right 1 EB Right SB Right 1 WB Right Green 19.0 65.0 18.0 Yellow 4.0 4.0 4.0 All Red 0.0 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 242 1463 0.15 0.17 41.4 D 41.4 D Westbound L 228 1381 0.69 0.17 54.0 D TR 270 1633 0.73 0.17 55.2 E 54.7 D Northbound L 208 368 0.11 0.57 11.8 B TR 1986 3513 0.85 0.57 24.8 C 24.7 C Southbound L 404 1770 0.53 0.76 37.9 D TR 1996 3532 0.53 0.57 15.7 B 19.5 B Intersection Delay = 26.1 (sec/veh) Intersection LOS = C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Agency/Co.: Date Performed: 12/17/04 Analysis Time Period: FUTURE W/O PROJ PM PEAH HOUR Intersection: BISCAYNE BLVD / NE 18 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2004 Project ID: PORTICO MUSP - #04214 East/West Street: NE 18 STREET North/South Street: BISCAYNE BLVD Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 17 1543 108 86 1134 9 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 17 1624 113 90 1193 9 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 39 3 165 4 3 30 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 41 3 173 4 3 31 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 1 0 Configuration LT R LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config L L I LT R I LTR v (vph) 17 90 44 C(m) (vph) 576 358 8 v/c 0.03 0.25 5.50 95% queue length 0.09 0.98 6.89 Control Delay 11.4 18.4 2930 LOS B C F Approach Delay Approach LOS 620.4 173 38 296 34 0.58 1.12 3.45 4.03 32.9 369.6 D F 369.6 F F HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Agency/Co.: Date Performed: 12/17/04 Analysis Time Period: FUTURE W/O PROJ PM PEAH HOUR Intersection: NE 4 AVE / NE 19 STREET (WEST) Jurisdiction: Units: U. S. Customary Analysis Year: 2004 Project ID: PORTICO MUSP - #04214 East/West Street: NE 19 STREET North/South Street: NE 4 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 60 121 1 84 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 63 127 1 88 Percent Heavy Vehicles -- -- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 216 2 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 227 2 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 Flared Approach: Exists?/Storage No / Lanes 0 0 Configuration LR 0 Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LT 1 LR I v (vph) 1 229 C(m) (vph) 1384 772 v/c 0.00 0.30 95% queue length 0.00 1.24 Control Delay 7.6 11.6 LOS A B Approach Delay 11.6 Approach LOS B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA Agency/Co.: Date Performed: 12/17/04 Analysis Time Period: FUTURE W/O PROJ PM PEAK HOUR Intersection: NE 4 AVE / NE 18 ST (West) Jurisdiction: Units: U. S. Customary Analysis Year: 2004 Project ID: PORTICO MUSP - # 04214 East/West Street: NE 18 STREET North/South Street: NE 4 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 97 245 1 30 88 27 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 102 257 1 31 92 28 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 2 116 1 14 114 43 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 2 122 1 14 120 45 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LTR LTR I LT TR I LT TR v (vph) 102 31 63 62 74 105 C(m) (vph) 1468 1307 412 418 388 547 v/c 0.07 0.02 0.15 0.15 0.19 0.19 95% queue length 0.22 0.07 0.53 0.52 0.69 0.70 Control Delay 7.6 7.8 15.3 15.1 16.5 13.1 LOS A A C C C B Approach Delay 15.2 14.5 Approach LOS C B Future with Project HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: BISCAYNE BLVD / NE 17 TERRACE Agency: Area Type: All other areas Date: 2/22/05 Jurisd: Period: FUTURE WITH PROJ PM PEAK HOUR Year : 2004 Project ID: PORTICO MUSP - # 04214 E/W St: NE 17 TERRACE N/S St: BISCAYNE BLVD SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 L T R I L T R I L T R I L T R 1 1 1 No. Lanes 1 0 1 0 1 1 1 0 1 1 2 0 1 1 2 0 LGConfig 1 LTR L TR L TR L TR Volume 16 9 21 1152 33 154 122 1526 104 1205 980 27 Lane Width 1 12.0 112.0 12.0 112 0 12.0 112.0 12.0 RTOR Vol 1 0 1 0 1 0 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A 1 SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right 1 EB Right SB Right 1 WB Right Green 19.0 65.0 18.0 Yellow 4.0 4.0 4.0 All Red 0.0 0.0 1.0 Cycle Length: 115 0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 246 1489 0.15 0.17 41.4 D 41.4 D Westbound L 228 1382 0.69 0.17 53.7 D TR 270 1633 0.71 0.17 54.1 D 53.9 D Northbound L 212 375 0.11 0.57 11.8 B TR 1986 3513 0.85 0.57 24.4 C 24.3 C Southbound L 404 1770 0.52 0.76 37.4 D TR 1996 3532 0.52 0.57 15.6 B 19.3 B Intersection Delay = 25.7 (sec/veh) Intersection LOS = C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: Date Performed: 2/22/05 Analysis Time Period: FUTURE WITH PROJ PM PEAH HOUR Intersection: BISCAYNE BLVD / NE 18 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2004 Project ID: PORTICO MUSP - #04214 East/West Street: NE 18 STREET North/South Street: BISCAYNE BLVD Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 I 4 5 6 L T R I L T R Volume 17 1543 126 86 1134 9 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 17 1624 132 90 1193 9 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 L T R I L T 12 R Volume 49 4 165 4 5 30 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 51 4 173 4 5 31 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 1 0 Configuration LT R LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 I 7 8 9 I 10 11 12 Lane Config L L I LT R I LTR v (vph) 17 90 55 C(m) (vph) 576 352 5 v/c 0.03 0.26 11.00 95% queue length 0.09 1.00 8.64 Control Delay 11.4 18.7 5912 LOS B C F Approach Delay Approach LOS 173 40 291 25 0.59 1.60 3.55 4.92 34.0 633.1 D F 1452 633.1 F F HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: Date Performed: 2/22/05 Analysis Time Period: FUTURE WITH PROJ PM PEAH HOUR Intersection: NE 4 AVE / NE 19 STREET (WEST) Jurisdiction: Units: U. S. Customary Analysis Year: 2008 Project ID: PORTICO MUSP - #04214 East/West Street: NE 19 STREET North/South Street: NE 4 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 I 4 5 6 L T R I L T R Volume 60 135 1 84 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 63 142 1 88 Percent Heavy Vehicles -- -- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 225 2 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 236 2 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 I 7 8 9 I 10 11 12 Lane Config LT I LR v (vph) 1 238 C(m) (vph) 1366 764 v/c 0.00 0.31 95% queue length 0.00 1.33 Control Delay 7.6 11.8 LOS A B Approach Delay 11.8 Approach LOS B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: Date Performed: 2/22/05 Analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR Intersection: NE 4 AVE / NE 18 ST (West) Jurisdiction: Units: U. S. Customary Analysis Year: 2008 Project ID: PORTICO MUSP - # 04214 East/West Street: NE 18 STREET North/South Street: NE 4 AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 I 4 5 6 L T R I L T R Volume 97 245 1 30 88 27 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 102 257 1 31 92 28 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 L T R I L T 12 R Volume 2 127 1 14 134 43 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 2 133 1 14 141 45 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 I 7 8 9 1 10 11 12 Lane Config LTR LTR 1 LT TR 1 LT TR v (vph) 102 31 68 67 84 115 C(m) (vph) 1468 1307 412 418 388 532 v/c 0.07 0.02 0.17 0.16 0.22 0.22 95% queue length 0.22 0.07 0.59 0.57 0.81 0.81 Control Delay 7.6 7.8 15.5 15.2 16.8 13.6 LOS A A C C C B Approach Delay 15.4 15.0- Approach LOS C B Project Driveway HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: DPA Date Performed: 2/22/05 Analysis Time Period: PM PEAK Intersection: NE 4 AVENUE / DRIVEWAY Jurisdiction: MIAMI Units: U. S. Customary Analysis Year: 2008 Project ID: PORTICO #041214 East/West Street: GARAGE ENTRANCE North/South Street: NE 4TH AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 I 4 5 6 L T R I L T R Volume 16 0 9 Peak -Hour Factor, PHF 1.00 1.00 1.00 Hourly Flow Rate, HFR 16 0 9 Percent Heavy Vehicles -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 0 0 Configuration LTRLR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 14 24 13 12 Peak Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 14 24 13 12 Percent Heavy Vehicles 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / Lanes 1 0 0 1 Configuration TR LT / Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 I 7 8 9 I 10 11 12 Lane Config LTR I TR I LT v (vph) 16 38 25 C(m) (vph) 1636 986 881 v/c 0.01 0.04 0.03 95% queue length 0.03 0.12 0.09 Control Delay 7.2 8.8 9.2 LOS A A A Approach Delay 8.8 9.2 Approach LOS A A Appendix E Committed Development Information INTERSECTION MOVEMENT PM PK SEASON PK PERIOD FUTURE W/O PROJECT Project Total FUTURE WITH PROJECT 62 NBL 90 97 0- 0 0 8 0 0 0 O 0 0 O 97 NBT 138 245 245 NBR 1 1 1 SBL 1 30 30 SBT 25 88 88 NE 4 AVE / SBR 3 27 27 NE 18 STREET EBL 2 14 14 EBT 34 114 134 EBR 40 43 43 WBL 2 2 2 WBT 20 116 127 WBR 1 1 1 TOTAL 357 778 31 809 NBL 143 216 9 225 NBT 0 0 0 0 NBR 2 2 0 2 SBL 0 0 0 0 SBT 0 0 0 0 NE 4 AVE / SBR 0 0 0 0 NE 19 STREET EBL 0 0 0 0 EBT 34 60 0 60 EBR 24 121 13 135 WBL 1 1 0 1 WBT 38 84 0 84 WBR 0 0 0 0 TOTAL 242 484 22 506 NBL 20 22 0 22 NBT 1273 1509 18 1526 NBR 65 102 3 104 SBL 189 205 0 205 SBT 813 970 10 980 BISCAYNE BLVD / SBR 25 27 0 27 NE 17 TERRACE EBL 6 6 0 6 EBT 4 8 0 9 EBR 19 21 0 21 WBL 33 150 2 152 WBT 25 33 0 33 WBR 142 154 0 154 TOTAL 242 484 33 506 NBL 16 17 0 17 NBT 1403 1543 0 1543 NBR 11 108 18 126 SBL 63 86 0 86 SBT 991 1134 0 1134 BISCAYNE BLVD / SBR 8 9 0 9 NE 18 STREET EBL 4 4 0 4 EBT 3 3 2 5 EBR 28 30 0 30 WBL 9 39 10 49 WBT 3 3 1 4 WBR 92 165 0 165 TOTAL 2631 3142 31 3174 #04214 5/5/2005 10:15 AM TMC's INTERSECTION APP.xls Portico Committed Develoment Person -Trip Assignment CORRIDOR Project FROM TO Direction PAC 1800 CLUB MIRAMAR CENTRE BISCAYNE VILLAGE QUANTUM TOTAL BISCAYNE BOULEVARD NE 20 STREET INE 19 STREET NE 19 STREET INE 15 STREET NE 15 STREET NE 14 STREET NE 15 STREET / VENETIAN CSWY N. BAYSHORE DRIBISCAYNE BLVD BISCAYNE BLVD N. MIAMI AVENUE 1 NB 9 30 68 30 24 161 SB 9 33 104 50 45 241 NB 9 127 95 80 97 408 SB 9 113 41 27 86 276 NB 9 139 110 90 108 456 SB 9 130 56 33 96 324 EB 5 12 25 16 18 76 WB 9 17 20 9 16 71 EB 3 7 9 6 7 32 WB 6 6 7 3 6 28 PAC - PERFORMING ARTS CENTER PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Live Theatre 4900 seats 50% 49 50% 49 98 GROSS VEHICLE TRIPS (1) I 50% 49 I 50% 49 I 98 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16% of Gross External Trips 14.90% of Gross External Trips 10.00% of Gross External Trips (2) (3) (4) 50% 50% 50% 8 7 5 50% 50% 50% 8 7 5 16 15 10 NET EXTERNAL VEHICLE TRIPS 50% 29 50% 29 58 I I I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 50% 50% 41 10 50% 50% 41 10 81 20 Net External Person Trips (vehicles and transit modes) 50% 51 50% 51 138 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 50% 7 I 50% 7 I 14 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II T-gen_PM_Comm Developments.xls PAC ONYX (Biscayne Bay Lofts) PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt / Condo 118 DU 232 62% 28 38% 17 45 GROSS VEHICLE TRIPS (1) I 62% 28 I 38% 17 I 45 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16% of Gross External Trips 11.70% of Gross External Trips 10.00% of Gross External Trips (2) (3) (4) 62% 62% 62% 4 3 3 38% 38% 38% 3 2 2 7 5 5 NET EXTERNAL VEHICLE TRIPS 62% 17 38% 11 28 I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 62% 62% 24 5 38% 38% 15 3 39 7 Net External Person Trips (vehicles and transit modes) 62% 29 38% 18 47 I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 62% 4 I 38% 2 I 6 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II ONYX 2 (Biscayne Bay Lofts) PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt / Condo 117 DU 232 64% 28 36% 16 44 GROSS VEHICLE TRIPS (1) I 64% 28 I 36% 16 I 44 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16% of Gross External Trips 11.70% of Gross External Trips 10.00% of Gross External Trips (2) (3) (4) 64% 64% 64% 4 3 3 36% 36% 36% 3 2 2 7 5 4 NET EXTERNAL VEHICLE TRIPS 64% 17 36% 10 27 I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 64% 64% 24 5 36% 36% 14 3 38 7 Net External Person Trips (vehicles and transit modes) 64% 29 36% 17 46 I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 64% 4 I 36% 2 I 6 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II OPERA TOWER (BAY PARK PLAZA / MIRAMAR CENTRE PHASE II & III) PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt Office Specialty Retail 635 DU 92,260 SF 18,112 SF 222 710 814 61% 17% 44% 129 23 22 39% 83% 56% 83 114 28 212 137 50 GROSS VEHICLE TRIPS (1) I 44% 174 I 56% 225 I 399 Vehicle Occupancy Adjustment @ 16% of Gross External Trips Transit Trip Reduction @ 11.70% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (2) (3) (4) 44% 44% 44% 28 20 17 56% 56% 56% 36 26 22 64 47 40 NET EXTERNAL VEHICLE TRIPS 44% 109 56% 140 249 I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 44% 44% 152 29 56% 56% 196 37 348 65 Net External Person Trips (vehicles and transit modes) 44% 181 56% 233 413 I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 44% 24 I 56% 31 I 56 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II QUANTUM (METROPOLIS BAYSHORE) PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt / Condo Specialty Retail 752 DU 8,470 SF 232 814 62% 43% 177 10 38% 57% 109 13 286 23 GROSS VEHICLE TRIPS (1) I 61% 187 I 39% 122 I 309 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16% of Gross External Trips 11.70% of Gross External Trips 10.00% of Gross External Trips (2) (3) (4) 61 % 61 % 61% 30 22 19 39% 39% 39% 20 14 12 49 36 31 NET EXTERNAL VEHICLE TRIPS 61% 117 39% 76 193 I I I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 61 % 61 % 163 31 39% 39% 106 20 270 51 Net External Person Trips (vehicles and transit modes) 61 % 194 39% 126 320 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 61 % 26 I 39% 17 I 43 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II T-gen_PM_Comm Developments.xls QUANTUM METROPOLIS Rosabella Lofts (Edgewater Tower) PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt / Condo 258 DU 232 63% 62 37% 36 98 GROSS VEHICLE TRIPS (1) I 63% 62 I 37% 36 I 98 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16% of Gross External Trips 11.70% of Gross External Trips 10.00% of Gross External Trips (2) (3) (4) 63% 63% 63% 10 7 6 37% 37% 37% 6 4 4 16 11 10 NET EXTERNAL VEHICLE TRIPS 63% 39 37% 22 61 I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 63% 63% 54 10 37% 37% 31 6 85 16 Net External Person Trips (vehicles and transit modes) 63% 64 37% 37 102 I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 63% 9 I 37% 5 I 14 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II Star Lofts (Bay 25) PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt / Condo 55 DU 232 62% 13 38% 8 21 GROSS VEHICLE TRIPS (1) I 62% 13 I 38% 8 I 21 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16% of Gross External Trips 11.70% of Gross External Trips 10.00% of Gross External Trips (2) (3) (4) 62% 62% 62% 2 2 1 38% 38% 38% 1 1 1 3 2 2 NET EXTERNAL VEHICLE TRIPS 62% 8 38% 5 13 I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 62% 62% 11 2 38% 38% 7 1 18 3 Net External Person Trips (vehicles and transit modes) 62% 13 38% 8 22 I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 62% 2 I 38% 1 I 3 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II 1800 CLUB PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt / Condo Office Retail / Service 450 DU 27,604 SF 4,872 SF GROSS VEHICLE TRIPS I 53% 171 I 47% 152 I 323 Vehicle Occupancy Adjustment @ 0% of Gross External Trips Transit Trip Reduction @ 0.00% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 0.00% of Gross External Trips (1) (2) (3) 53% 53% 53% 0 0 0 47% 47% 47% 0 0 0 0 0 0 NET EXTERNAL VEHICLE TRIPS 1 53% 171 47% 152 323 I I I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 53% 53% 239 0 47% 47% 213 0 452 0 Net External Person Trips (vehicles and transit modes) 53% 239 47% 213 452 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 53% 0 I 47% 0 I 0 Notes (1) Based on Traffic Impact Study provided by City of Miami T-gen_PM_Comm Developments.xls 1800 CLUB Appendix F Traffic Control Measures Plan Portico TRAFFIC CONTROL MEASURES PLAN The project's design and location will reduce the project vehicular traffic volumes as follows: •• The project is a proposed residential development which includes a retail component. This type of development will result in a portion of the trips being captured within the development, or internal to the site. •• The project will also provide residential units with accessibility to mass transit. This feature will allow residents to use mass transit for their trip to work. The development will also do the following to further reduce peak hour vehicle trips: • • Will encourage employers/landlords to participate in ridesharing programs through South Florida Commuter Services. Available information will be obtained and distributed to all employers/landlords in the development. — Miami -Dade County Transportation Agency current local and regional mass transit route and schedule information will be provided to potential transit users in a prominent public area of the development. The information provided and maintained on the premises will be updated, when necessary, at no less than six month intervals. •• Promote mass transit use by encouraging employers/landlords to purchase transit passes and make them available to employees and residents at discounted prices or no ch. rge, or in lieu of subsidized parking. • • Encourage employers to implement staggered work hours. Implementation of these items will result in a minimum of ten percent (10%) reduction of peak hour vehicle trips. The performance of the plan will be monitored by measuring actual afternoon peak hour volumes at the project driveways and comparing the counts against total project trips based on the Institute of Transportation Engineers (I'1'E) trip generation rates. TRAFFIC CONTROL.DOC DAVId PLUMMER t ASSOCIATES TRANSPORTATION•C1VIL•STR ICTURAL•rNVIRONM :NTAI..