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HomeMy WebLinkAboutIII. Tab 2. Traffic Impact Analysis0 December 4., 2008 Ms. Ulla I, Medina, AICD Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2"d Avenue (10" 'Floor) Miami, Florida 93130 Re,- Miami Art Muse= Sufficiency Letter — Review # 197 Dear Ms. Medina: Via Fax and US Mail Subsequent to our October 21, 2008: review comments for the -subject project, we have received a response letter from David Plummer and Associates Inc. (DPA) dated November 14, 2008. A copy of DPA,s response letter is attached herewith. At this time, we conclude that the traffic impact report meets all the traffic requirements and the study is found to be sufficient. The approval will be conditioned upon the following: 1, Whenever there are simultaneous events at the adjacent attractions/arenas the applicant should present a Traffic'Management :Plan to the -City in coordination with adjacent attraoticins/arenas to facilitate traffic flow entering and :exiting the project. 2. The traffic. study recommends the, Installation of pedestrian 'flashers along the east side of Biscayne Blvd crossing 1-305 eastbound ramp. The applicant is responsible for with the City of Miami and FDOT to secure the implementation of the proposed signal or to propose an alternative to provide -safe access to pedestrians crossing 'to/from the north at this intersection. 3. A bus :drop-off location has not been identified In the site plan. The traffic consultant explained that a bus -.drop -.off" location will be designated along the access road that will be shared,between the Aft Museum and the future development to the west. The applicant is respansible, for providing the bus drop-off location through the development approval process and prior to the opening data. Please note the traffic study identifies following Transportation Control Measures (TOM) 'in recognition of utilizing the alternate modes of transportation and higher vehicle occupancy: 1. Encourage museum staff to participate in ridesharing programs through South Florida Commuter Services; 2. ProvidingAnformationto potential transit users on Miami -Dade current local and regional mass transit route and schedule. The information will be updated, when necessary, at no less than six month Intervals; URS:Corporation 3343 West Commerotol Boulevard $u[to 100 Fork;Lauderdalo, K 33509 TO: 054.739 1881 fax: 954-739.17-89 Sufficiency Letter— W. 0. # 197 Miami Art Museum Me. Lilia 1. Medina, A1cP Deeembor 4, 2008 Page 2 or.2 3. Promote mass transit use by encouraging museum staff to. purchase transit passes and make them available at discounted prices or at no charge, or in lieu if subsidized parking:; 4. Encourage employees to Implement staggered work hours. The development approvalshould be conditioned upon this TCM' plan being Implemented to recognize the credits given towards the transportation concurrency management. Should you have any questions, 'please call Ms. Geysa Sosa or me at 954.739.1'881. Attachment Ge:• Mr. Antonio E. Perak, Planner ll, City of Miami Planning (Fax:: 306,416, 1443) Mrs, Rita Carbonell, David Plummer & Associates (Fax; .305.444-4880) Miami Art Museum Major Use Special Permit Traffic Impact Study Prepared by: David Plummer & Associates, Inc. (Revised) November 2008 DPA Project #08162 Miami Art Museum MUSP Traffic Impact Study TABLE OF CONTENTS Page List of Exhibits EXECUTIVESUMMARY...........................................................................................................1 1.0 INTRODUCTION............................................................................................................. 2 1.1 Study Area............................................................................................................... 2 1.2 Study Objective....................................................................................................... 4 2.0 EXISTING TRAFFIC CONDITIONS ........................................................................... 5 2.1 Data Collection........................................................................................................ 5 2.1.1 Roadway Characteristics............................................................................. 5 2.1.2 Traffic Counts..............................................................................................6 Appendix G: 2.1.3 Intersection Data.......................................................................................... 6 2.2 Corridor Capacity Analysis..................................................................................... 9 2.3 Intersection Capacity Analysis..............................................................................11 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS ......................14 4.0 FUTURE TRAFFIC CONDITIONS.............................................................................15 4.1 Background Traffic...............................................................................................15 4.2 Committed Developments 4.3 Project Traffic........................................................................................................18 4.3.1 Project Trip Generation.............................................................................18 4.3.2 Project Trip Assignment............................................................................ 19 4.3.3 Special Events/Exhibition Openings.........................................................19 4.4 Future Corridor Capacity Analysis........................................................................23 4.5 Future Intersection Capacity Analysis...................................................................23 4.6 Site Access.............................................................................................................27 5.0 CONCLUSIONS.............................................................................................................. 28 Appendix A: Approved Transportation Methodology & Site Plan Appendix B: Traffic Counts & Signal Timing Appendix C: FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Appendix D: Intersection Capacity Analysis Worksheets Appendix E: Committed Development Information Appendix F: Museum Trip Rate Calculations Appendix G: Traffic Control Measures Plan Pagel Miami Art Museum MUSP Traffic Impact Study LIST OF EXHIBITS Exhibit page 1 Location Map.......................................................................................................................3 2 2008 PM Peak Hour Traffic Volumes................................................................................. 7 3 Existing Lane Configurations............... 4 Existing Corridor and Transit Conditions.........................................................................10 5 Person-trip Volume and Capacity — Existing Conditions Matrix......................................13 6 2008 Intersection Capacity Analysis Results....................................................................12 7 Committed Developments.................................................................................................16 8 Future PM Peak Hour Traffic Volumes without Project...................................................17 9 PM Peak Hour Project Trip Generation............................................................................ 20 10 Cardinal Distribution.........................................................................................................21 11 PM Peak Hour Project Vehicular Trips Assignment.........................................................22 12 Person-trip Volume and Capacity — Future Conditions Matrix......................................... 24 13 Project PM Peak Hour Vehicular Volumes.......................................................................25 14 Future with project PM Peak Hour Vehicular Volumes..................................................26 15 Future Intersection Capacity Analysis............................................................................... 23 Page ii Miami Art Museum MUSP Trak Impact Study EXECUTIVE SUMMARY The Miami Art Museum project is a proposed art museum located east of Biscayne Boulevard between NE 9th Street and I-395 in Miami, Florida. The Miami Art Museum project will be approximately 121,000 SF. Primary access to the Miami Art Museum is proposed on NE 11 Street via a two-way driveway. Build out of the project is anticipated by the year 2012. The subject site is located within the limits of the Downtown Miami Area -wide DRI. 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 with some minor signal timing adjustments at the intersection of Biscayne Boulevard / NE 13 Street. Page 1 Miami Art Museum MUSP Traffic Impact Study 1.0 INTRODUCTION The Miami Art Museum project is a proposed art museum located east of Biscayne Boulevard between NE 91" Street and I-395 in Miami, Florida (see Exhibit 1). The Miami Art Museum project will be approximately 121,000 SF. Primary access to the Miami Art Museum is proposed on NE 11 Street via a two-way driveway. A copy of the site plan is included in Appendix A. Build out of the project is anticipated by the year 2012. The subject site is located within the limits of the Downtown Miami Area -wide DRI. 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 I-395 to the north, NE 6 Street to the south, 1-95 to the west, and Biscayne Bay to the east. Corridor capacity analysis was performed for Biscayne Boulevard and NE 8 Street. Intersection capacity analysis was performed for the following intersections: • Biscayne Boulevard/ NE 13 Street • Biscayne Boulevard / NE 12 Street • Biscayne Boulevard / NE 11 Terrace • Biscayne Boulevard / NE 11 Street • Biscayne Boulevard / NE 8 Street • Biscayne Boulevard / NE 6 Street • Biscayne Boulevard / NE 5 Street Page 2 LEMPROJECT: TITLE: EXHIBIT NO. MIAMI ART MUSEUM LOCATION MAP MUSP TRAFFIC IMPACT STUDY Page J Miami Art Museum MUSP Traffic Impact Study 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 4 Miami Art Museum 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 I-395 Street and NE 6 Street, Biscayne Boulevard is a two-way, six -lane divided roadway. Exclusive left turn lanes are provided at major intersections. On -street parking is prohibited. The posted speed limit is 30 mph. FDOT has jurisdiction over Biscayne Boulevard. NE 11 Terrace NE 11 Terrace is a three -lane, one-way roadway that travels eastbound from NE 2 Avenue to Biscayne Boulevard. This roadway is an extension of the eastbound off -ramp from I-395. There are no posted speed limit signs within the study area. NE 11 Street NE 11 Street is a two-lane, one-way roadway that travels westbound from NE 2 Avenue to west of I-95. From NE 2 Avenue to Biscayne Boulevard, NE 11 Street is a two-lane, two-way roadway. On -street parking is provided on the south side of the roadway. There are no posted speed limit signs within the study area. NE 8 Street NE 8 Street is a two-lane, two-way roadway from east of I-95 to Biscayne Boulevard. There is on -street parking on both side of the roadway west of NE 2 Avenue. There are no posted speed limit signs within the study area. Page 5 Miami Art Museum MUSP Traffic Impact Study -- NE 6 Street NE 6 Street between NE 1 Avenue and Biscayne Boulevard is a three lane, one-way westbound roadway with no on -street parking. West of NE 1 Avenue, NE 6 Street is a two-lane, one-way westbound roadway with on -street parking on both sides of the roadway. There are no posted speed limit signs within the study area. NE S Street NE 5 Street between NE 1 Avenue and Biscayne Boulevard is a three lane, one-way eastbound roadway with no on -street parking. There are no posted speed limit signs within the study area. 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 2008 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 6 PROJECT: TITLE: EXHIBIT NO. LEea MIAMI ART MUSEUM EXISTING MUSP TRAFFIC IMPACT STUDY PM PEAK HOUR 2 TRAFFIC VOLUMES Page 7 PROJECT; TITLE: EXHIBIT NO. Q MIAMI ART MUSEUM EXISTING pMUSP TRAFFIC IMPACT STUDY LANE CONFIGURATIONS 3 Page 8 Miami Art Museum 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 2007 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 9 Exhibit 4 Existing Corridor and Transit Conditions Notes: [1] Peak Hour Directional Maximum Service Volumes are obtained from FDOT's Quality/Level of Service Handbook [2] Transit and roadway information obtained from the Downtown Miami DRI Increment 11 Roadway Conditions (vehicles) Transit Conditions (persons) Count Raw PM Peak PM Peak Dir Max Total Total Corridor Dir Existing Source/ Peak Season Hour Service Total Bus Bus McVorail Metrorail Metromover Metromover Total Transit Transit Lanes Hour Ridership Capacity Capacity Capacity Ridership Capacity Period Factor Volume Volume [1] Ridership Ridership From To Volume BISCAYNE BOULEVARD [2] 1-395 NE 6 STREET NB 3L DPA- PM 1453 1.01 1468 2490 367 2486 0 0 61 960 428 3446 SB 3L DPA - PM 993 1.01 1003 2490 398 1706 0 0 53 960 451 2666 NE 8 STREET 1-95 BISCAYNE BLVD EB 1L DPA - PM 146 1.01 147 660 0 0 0 0 0 0 0 0 WB 1 L DPA - PM 124 1.01 125 660 0 0 0 0 0 0 0 0 Notes: [1] Peak Hour Directional Maximum Service Volumes are obtained from FDOT's Quality/Level of Service Handbook [2] Transit and roadway information obtained from the Downtown Miami DRI Increment 11 Miami Art Museum MUSP Trak 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 2007 Quality/Level of Service Handbook (see Appendix Q. Based upon the person -trip evaluation for existing traffic conditions, no study corridor operates below the acceptable "person -trip" level of service standards. It should be noted that the Metromover station at Bicentennial Park is currently closed. According to Miami -Dade County Transit, there are no immediate plans to reopen the station and the station is closed indefinitely. However, once the Museum Park is opened, Miami -Dade Transit should be encouraged to reopen the station to facilitate transit use. 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. All seven intersections operate within the standard adopted by the city. Page 11 Miami Art Museum MUSP Traffic Impact Study Exhibit 6 2008 Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U Existing LOS Biscayne Boulevard / NE 13 Street S D Biscayne Boulevard / NE 12 Street* U A Biscayne Boulevard / NE 11 Terrace S B Biscayne Boulevard / NE 11 Street S B Biscayne Boulevard / NE 8 Street S A Biscayne Boulevard / NE 6 Street S B Biscayne Boulevard / NE 5 Street S B Notes: U= unsignalized S= signalized * This intersection only has free-flow movements Source: DPA Page 12 Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix 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 -Trip 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 metromover volumes (see Exhibit 4). [7] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C). Roadway Mode Transit Mode Segment Total ) (b) (c) (d) (e) (]l (g) (h) (i) G) (k) (1) way Pers -Trip Roadway Pers -Trip Excess Total Total Pers -Trip Segment Segment Pers -Trip Segment Corridor TDirVehicular Capacity Vehicular Volume Pers -Trip Pers -Trip Pers -Trip Excess Pers -Trip Pers -Trip Excess Person Tricity v/c LOS @PPV=1.6 Volume @PPV=1.4 Capacity Capacity Volume Capacity Capacity Volume Capacity From To (a) * 1.6 (c) * 1.4 (b) - (d) (-(g) (b)+(f) (d)+(g) (1)-0) W/O) [1] [21 [3] [4] 151 [s] [7] BISCAYNE BOULEVARD [2] 1-395 NE 6 STREET NB 2490 3984 1468 2055 1929 3446 428 3018 7430 2483 4947 0.33 C SB 2490 3984 1003 1404 2580 2666 451 2215 6650 1855 4795 0.28 C NE 8 STREET 1-95 BISCAYNE BLVD EB 660 1056 147 206 850 0 0 0 1056 206 850 0.20 C WB 660 1056 125 175 881 0 0 0 1056 175 881 0.17 C 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 -Trip 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 metromover volumes (see Exhibit 4). [7] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C). Miami Art Museum MUSP Traffic Impact Study 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2009 Miami -Dade County Transportation Improvement Program (TIP), the 2030 Metro - Dade Transportation Plan Long Range Element, and the City of Miami Capital Improvement Program 2007-2008 Multi -Year Capital Plan 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 14 Miami Art Museum MUSP Traffic Impact Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic Average Daily Traffic counts published by the Miami -Dade Public Works Department and the FDOT were reviewed to determine historic growth in the area. This analysis indicated that traffic has fluctuated in the past years. A conservative 2.0% annual growth rate was used for this study. 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 of Miami website planning department. 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 the Miami Art Museum are shown in Exhibit 7. The project size and trip generation are included in Appendix E. It should be noted that the committed developments along Biscayne Boulevard across from the proposed project site, although completed were estimated to be 50% occupied based on field observations. Traffic generated by these developments was distributed using the Cardinal Distribution from the appropriate TAZ. For estimating trip distribution from committed development, 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 volumes from the committed developments are also included in Appendix E. Future traffic volumes were projected for the build -out year 2012. Exhibit 8 shows the projected turning movement volumes without the project. Page 15 PROJECT: TITLE: EXHIBIT N0. dMIAMI ART MUSEUM COMMITTED DEVELOPMENTS pMUSP TRAFFIC IMPACT STUDY MAP 7 page 16 PROJECT: TITLE: EXHIBIT NO. dMIAMI ART MUSEUM FUTURE WITHOUT PROJECT MUSP TRAFFIC IMPACT STUDY PM PEAK HOUR 8TRAFFIC VOLUMES Page 17 Miami Art Museum MUSP Traffic Impact Study 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 thefollowing procedures consistent with the City's Comprehensive Plan and the approved methodology: • A land use category for Museum is not available from the Institute of Transportation Engineers (ITE) Trip Generation 7th Edition. However, data collected for the Miami Children's Museum MUSP was used to determine a trip rate. This trip rate was used to determine the gross vehicular trip generation for the Miami Art Museum. Traffic counts for the Miami Children's Museum and supporting trip rate calculations are provided in Appendix F. • Gross vehicular trips were reduced by 16% based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). • Gross vehicular trips were reduced by 14.9% to reflect transit usage based on projected modal splits using data from Increment II of the Downtown DRI. • Gross vehicular trips were also reduced by 10% for pedestrian/bicycle based on estimates from Increment II 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. • The future transit use of the project is anticipated to favor the Metromover Bicentennial Station when it reopens. It is expected that 80% of the patrons using transit will use this mode. A trip generation summary for the project is provided in Exhibit 9. Page 18 Miami Art Museum MUSP Traffic Impact Study 4.3.2 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 511, 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. 4.3.3 _Special Events/Exhibition Openings It is anticipated that the majority of special events and opening exhibition start times will occur on weekday evenings or on weekends outside of the Downtown Miami traffic peak periods. During special events, a Traffic Management Plan is recommended for the Miami Art Museum to facilitate traffic flow entering and exiting the project. The American Airlines Arena and the Performing Arts Center have their individual Traffic Management Plans for special events. However, coordination between Miami Art Museum, American Airlines Arena, and the Performing Arts Center is recommended to create a Traffic Management Plan should special events coincide. During a typical weekday, visitors to the museum will most likely constitute of school field trips and these trips will occur before the PM peak hours. Page 19 5 Exhibit 9 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Museum 121,000 SF 29% 14 71% 35 49 GROSS VEHICLE TRIPS 29% 14 71% 35 49 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% 22.60% 10.00% of Gross External Trips (1) of Gross External Trips (2) of Gross External Tris 3 29% 29% 29% 2 3 1 71% 71% 71% 6 8 4 8 11 5 NET EXTERNAL VEHICLE TRIPS 1 29% 7 71% 18 25 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ Net External Person Tris vehicles and transit modes 1.40 1.40 Persons/ Vehicle Persons/ Vehicle 29% 29% 29% 10 4 15 71% 71% 71% 25 11 36 35 16 51 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 29% 2 71% 5 7 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 DRI Increment II Miami Art Museum MUSP Traffic Impact Study Exhibit 10 Cardinal Distribution of Trips TAZ 511 Cardinal Direction Distribution TAZ 511 NNE 14.23% ENE 5.96% ESE 2.69% SSE 1.54% SSW 10.58% WSW 26.92% WNW 14.62% NNW 23.46% Total 100.00% Page 21 PROJECT: TITLE: EXHIBIT NO. dG MIAMI ART MUSEUM PROJECT TRIP ASSIGNMENT 11 MUSP TRAFFIC IMPACT STUDY Page 22 Miarni Art Museum 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 2012 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 -trip capacities to determine 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 2008 existing traffic to get the total year 2012 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 volumes at the intersections under study. Results of the future intersection analysis show that the intersection of Biscayne Boulevard / NE 13 Street will operate within the city's LOS standard with minor signal timing adjustments. Exhibit 15 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix D. Exhibit 15 Future Intersection Capacity Analysis Weekdav PM Peak Hour Conditions Intersection S/U Future With Project Future With Pro' ect Biscayne Boulevard / NE 13 Street S F Cl Biscayne Boulevard / NE 12 Streee U A A Biscayne Boulevard / NE 11 Terrace S B B Biscayne Boulevard / NE 11 Street S C C Biscayne Boulevard / NE 8 Street S B B Biscayne Boulevard / NE 6 Street S C C Biscayne Boulevard / NE 5 Street j S B B Notes: U= unsignalized S= slgnallzeu Source: DFA 1 With signal timing modifications 'This intersection only has free-flow movements Page 23 Exhibit -12 Person -Trip Volume and Capacity Future Conditions Matrix Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column 0) [2] Year 2006 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 II (fable 21.D10 column (4) - Table 21.A7 column (15)) [4] The Total Future Peak Hour Person Trip Capacity is obtained by adding all modes of transportation (Exhibit 5, column @) 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 (Net External Person Trips (Vehicles + Transit)) Without Project With Project (a) (b) (c) (d) (e) M (g) (h) (i) G) (k) Existing Future Committed Future Projected Future Future w/out Proj Project Total Future Future with Proj Corridor Dir Pers -Trip Volumes Bkg: Pers -Trip Development Pers -Trip Pers -Trip Volumes Transit Capacity Pers -Trip Capacity Pers -Tri Pers -Trip Volume Pers -Trip Volumes Pers -Trip Capacity Pers -Tri Vic LOS v/c LOS 2.0% From To 4 (b)+(c) d/(d)+(h) i/ [1] [Z) [3] [41 151 161 [41 1511 BISCAYNE BOULEVARD [2] 1-395 NE 6 STREET NB 2483 2687 441 3128 1494 8924 0.35 C 5 3133 8924 0.35 C SB 1855 2008 423 2431 42 6692 0.36 C 2 2433 6692 0.36 C NE 8 STREET 1-95 BISCAYNE BLVD EB 206 223 148 371 0 1056 0.35 C 0 371 1056 0.35 C WB 175 190 155 345 0 1056 0.33 C 1 346 1056 0.33 C Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column 0) [2] Year 2006 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 II (fable 21.D10 column (4) - Table 21.A7 column (15)) [4] The Total Future Peak Hour Person Trip Capacity is obtained by adding all modes of transportation (Exhibit 5, column @) 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 (Net External Person Trips (Vehicles + Transit)) LEPaPROJECT: TITLE: EXHIBIT N0. MIAMI ART MUSEUM PROJECTPM PEAK HOUR 13 MUSP TRAFFIC IMPACT STUDY TRAFFIC VOLUMES Page 25 PROJECT: TITLE: EXHIBIT N0. Q MIAMI ART MUSEUM FUTURE WITH PROJECT P� PM PEAK HOUR 14, MUSP TRAFFIC IMPACT STUDY TRAFFIC VOLUMES Page 26 Miami Art Museum MUSP Trac Impact Study 4.6 Site Access Access to the site will be provided by a driveway on NE 11 Street and Biscayne Boulevard intersection. No conflicts are expected to occur with proposed driveways. All parking will be provided on the museum's premises. The project trips were assigned to the driveways and analyzed. Signalized HCS analysis results show adequate operations. The analysis worksheet is included in Appendix D. Page 27 Miami Art Museum MUSP Trac Impact Study 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Miami Art Museum was performed in accordance with the approved methodology submitted to the city. Analysis of future (2012) 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 with some minor signal timing adjustments at the intersection of Biscayne Boulevard / NE 13 Street. 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 corridor segments analyzed. A traffic control measures plan has been developed for this project. The plan is included in Appendix G. It should be noted that the city of Miami has expressed safety concerns over pedestrians walking along the east side of Biscayne Boulevard crossing the I-395 on-ramp. This is an existing concern that was identified in the Miami Downtown Transportation Master Plan. It is recommended that pedestrian flashers be considered at this location which will require coordination with the city of Miami and FDOT. FDOT is the regulatory agency which must agree with the need and will consider other issues and concerns before approving any improvements. mam musp (nov 2008).doc Page 28 Appendix A Approved Transportation Methodology Site Plan DAVID PLUMMER & ASSOCIATES, INC. TRANSPORTATION • CIVIL •STRUCTURAL • ENVIRONMENTAL To: Ms. Lilia Medina Affiliation: City of Miami From: Rita Carbonell Facsimile Transmission Fax #: (954) 739-1789 Phone #: (954) 739-1881 Date: September 8, 2008 RE: Miami Art Museum - #08162 Pages: 3 page(s), including cover cc: Jose Gonalez, Raj Shanmugam, Robert Portnoff, Lucia Dougherty, file Museum Park is pursuing city of Miami approvals for an art museum located east of Biscayne Boulevard between NE 9th Street and I-395 in Miami, Florida. The Miami Art Museum project will be approximately 121,000 SF. Primary access to the Miami Art Museum is proposed on NE 11 Street via a two-way driveway. The subject site is located within the limits of the Downtown Miami Area -wide DRI. This will serve as our methodology for the subject MUSP traffic impact study. The study limits are I-395 to the North, Miami River to the South, Biscayne Bay to the East, and I-95 to the West. Turning movement traffic counts will be collected during the PM (4:00-6:00) peak period at five major intersections in the immediate project vicinity. 1. Biscayne Boulevard/ NE 1 Ith Terrace 2. Biscayne Boulevard / NE 1 lth Street 3. Biscayne Boulevard / NE 8th Street 4. Biscayne Boulevard / NE 6th Street 5. Biscayne Boulevard / NE 5th Street 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 I-395 and NE 5th Street 2 NE 8th Avenue between I-95 and Biscayne Boulevard • 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). • The signal timing and phasing at the study signalized intersections will be obtained from Miami -Dade County. 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com Existing and future traffic conditions for the project area 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 the list of relevant projects included in the City's web based application. Committed development trips will also be converted to person -trips based on the methodology described above. The committed developments are shown in the attached exhibit. • 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 five 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. If you have any questions you can contact me at (305) 447-0900. Traffic Methodology (MAM).doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 ��++ TELEPHONE: 305 447-0900, FAX: 305 444-4986 W E-MAIL: dpa@dplummer.com PROJECT: TITLE LE MIAMI ART MUSEUM COMMITTED DEVELOPMENTS MUSP TRAFFIC IMPACT STUDY MAP Rita Carbonell From: Medina, Lilia [LiliaMedina@miamigov.com] Sent: Friday, September 19, 2008 12:05 PM To: Raj_Shanmugam@URSCorp.com; Rita Carbonell Cc: Coral Gables Filing Subject: RE: Museum Park (Miami Art Museum and Miami Science Museum) - 08162 Rita, per our discussion, please keep in your analysis the US 1/Biscayne Boulevard and 5th Street intersection since it works as a couplet with 6th Street. In the next revision of the traffic study, please include the intersections of NE 13 and NE 12th Streets since you already completed the traffic counts before this comment was submitted. Please clearly indicate on any submittal the current configuration of one-way or two way streets. If there are going to be any future conversions, please document this in your study. Please indicate how the Metromover Bicentennial Park Station ridership will be analyzed since the station is closed. If it is included in the DRI Increment 11 factors, please note in your study. Please discuss the pedestrian mobility from and to the site; in particular the free flow slip ramp on Biscayne, eastbound to Miami Beach. Please identify any recommendations to accommodate pedestrians. I believe there is a crosswalk at the beginning of the slip on Biscayne, but, no pedestrian crossing signal. Please address. Thank you Lilia 1. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SIM 2nd Avenue, 10th Floor, Miami, FL. 33130 Tel.:305.416.1080 Fax: 305.416.1019 limedinaOci. miami. fl. us From: Raj_Shanmugam@URSCorp.com[mailto:Raj_Shanmugam@URSCorp.com] Sent: Friday, September 19, 2008 10:00 AM To: Rita Carbonell Cc: Coral Gables Filing; Gonzalez, Jose; Medina, Lilia Subject: Re: Museum Park (Miami Art Museum and Miami Science Museum) - 08162 Good Morning Rita, Lilia requested that I review the methodology for the two Miami Museums projects that you had submitted on Monday - Sept. 15, and provide my input. I recommend the following for both projects: 1. Revise the southern project limit to NE 6th Street. However, make sure when you perform the corridor analysis you take in to consideration any change in volumes between segments; ie. there may be volume variations on US 1 among the north vs south segments vs in-between within the study limits. Similarly, the selected east/west corridor must also analyze the segments volume variations. 2. Revising the study limits should not preclude analyzing traffic impacts of projects outside the study limits that may have legitimate impact on roadways and intersections within the study limits. 2. For the list of intersections to be analyzed, add US 1 at NE13 St, and US 1 at NE 12th St. intersections. Although these two intersections are just outside the study boundaries, they provide access to and from I-395, hence functionally have an affect within the study limits. You may eliminate US 1 @ NE 5th Street intersection from the list. 3. The segments list should refer to NE 8th Street, NOT NE 8th Avenue. 4. Give special consideration to loading/unloading of large trucks, and buses that may transport large number of visitors to the site. Thanks....... Rajendran Shanmugam, P.E. Vice President / Branch Manager URS Corporation Southern The Exchange 3343 West Commercial Boulevard, Suite 100 Fort Lauderdale, F133309 Tel: 954.739.1881 Dir: 954.670.2601 Fax: 954.739.1789 This e-mail and any attachments are confidential. if you receive this message in error or are not the intended recipient, you should not retain, distribute, disclose or use any of this information and you should destroy the e-mail and any attachments or copies. "Rita Carbonell" <rita.carbonell@dplummer.com> "Rita Carbonell" <rita.carbonell@dplummer.com> To<limedina@ci.miami.fl.us> 09/15/2008 04:36 PM ec<JoseGonzalez@ci.miami.fl.us>, <Raj_Shanmugam@URSCorp.com>, <rportnoff@paratusgroup.com>, <doughertyl@gtlaw.com>, "Coral Gables Filing" <dpa2@dplummer.com> SubjectMuseum Park (Miami Art Museum and Miami Science Museum) - 08162 Lilia, Per our conversation, we will address the following concerns in our reports for Museum Park (Miami Art Museum and Miami Science Museum): • Address opening day exhibits and special events • Coordinate with Miami -Dade County Transit regarding the Metromover station adjacent to property to verify the station's operation • Coordinate with FDOT and Miami -Dade County • Review the city of Miami's Capital Improvement Plan (approved June/July 2008) for capacity improvement projects in the area • Coordinate with Len Helmers regarding access to pump station • State in report the site plan date • Account for off-site parking, if applicable • Research capacity improvement on Biscayne Blvd between SE 1 Street and SE 5 Street • Research the conversion of SE 11 St, SE 10 St, and SE 9 St from one-way to two-way We will proceed with our study as stated in the original methodologies (dated September 8, 2008) and with these additional concerns. Thank you, Rita _I j 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 : D0917009.PRN Station : 000000091601 Identification : 000110252043 Interval : 15 minutes Start date : Sep 17, 08 Start time 00:00 Stop date : Sep 17, 08 Stop time 24:00 City/Town : Miami, Florida County Dade Location : Biscayne Boulevard South of NE 9 Street ******************************************************************************* Sep 17 Northbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 96 63 24 12 7 19 52 126 164 204 258 299 30 79 41 30 13 14 16 66 114 177 207 207 295 45 67 28 19 16 12 31 78 153 190 170 217 256 00 54 38 22 14 11 37 107 178 207 203 241 314 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 296 170 95 55 44 103 303 571 738 784 923 1164 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- ---- ---- -- ---- ---- ---- ---- ---- ---- ---- ---- 15 350 280 283 284 315 373 421 320 282 214 196 109 30 353 360 257 325 353 424 357 288 235 226 131 150 45 297 282 291 299 325 392 317 234 255 226 163 109 00 300 289 272 347 341 382 343 255 252 204 146 107 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 1300 1211 1103 1255 1334 1571 1438 1097 1024 870 636 475 ----------------------------------------------------------------------------- 24 Hour Total 18560 AM peak hour begins 11:30 AM peak volume 1273 Peak hour factor : 0.90 PM peak hour begins 17:15 PM peak volume 1619 Peak hour factor : 0.95 Sep 17 Southbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 35 28 25 10 21 36 122 201 366 440 302 240 30 54 16 12 13 13 51 144 279 453 403 230 255 45 38 14 15 11 11 73 177 347 505 348 278 233 00 37 31 12 13 32 117 242 375 470 328 282 229 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 164 89 64 47 77 277 685 1202 1794 1519 1092 957 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 233 308 242 196 202 260 194 178 128 li2 107 84 30 266 235 262 206 208 268 208 194 142 120 122 70 45 334 237 208 231 237 302 182 186 135 101 82 58 00 282 265 215 213 257 252 193 165 119 111 95 74 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 1115 1045 927 846 904 1082 777 723 524 444 406 286 --------------------------------------- 24 Hour Total : 17046 AM peak hour begins : 08:15 AM peak volume : 1868 Peak hour factor 0.92 PM peak hour begins : 12:15 PM peak volume : 1190 Peak hour factor 0.89 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File D0917009.PRN Station 000000091601 Identification 000110252043 Interval 15 minutes Start date Sep 17, 08 Start time 00:00 Stop date Sep 17, 08 Stop time 24:00 City/Town Miami, Florida County Dade Location Biscayne Boulevard South of NE 9 Street Sep 17 Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 131 91 49 22 28 55 174 327 530 644 560 539 30 133 57 42 26 27 67 210 393 630 610 437 550 45 105 42 34 27 23 104 255 500 695 518 495 489 00 91 69 34 27 43 154 349 553 677 531 523 543 -------- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- ---- Hr Total 460 259 159 102 121 380 988 1773 2532 2303 2015 2121 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 583 588 525 480 517 633 615 498 410 326 303 193 30 619 595 519 531 561 692 565 482 377 346 253 220 45 631 519 499 530 562 694 499 420 390 327 245 167 00 582 554 487 560 598 634 536 420 371 315 241 181 -------- ---- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 2415 2256 2030 2101 2238 2653 2215 1820 1548 1314 1042 761 ----------------------------------------------------------------------------- 24 Hour Total 35606 AM peak hour begins 08:15 AM peak volume 2646 Peak hour factor : 0.95 PM peak hour begins 17:00 PM peak volume 2653 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 D0917008.PRN Station 000000091602 Identification 000411692110 Interval : 15 minutes Start date Sep 17, 08 Start time : 00:00 Stop date 'Sep 17, 08 Stop time : 24:00 City/Town Miami, Florida County : Dade Location NE 8 Street West of N Miami Avenue Sep 17 Eastbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- 15 8 ---- 1 ---- ---- 1 ---- 0 1 ---- 6 ---- ---- 36 37 ---- 50 ---- 41 ---- 42 ---- 37 30 5 3 2 0 2 3 46 32 63 62 38 34 45 2 1 2 2 0 12 39 52 40 40 34 49 00 4 1 1 1 0 15 41 58 66 33 43 ---- 37 ---- -------- ---- Hr Total 19 ---- 6 ---- ---- 6 ---- 3 3 ---- 36 ---- ---- 162 179 ---- 219 ---- 176 157 157 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- 15 29 ---- 31 ---- ---- 29 ---- 30 31 ---- 43 ---- ---- 22 18 ---- 10 ---- 5 ---- 5 ---- 12 30 36 44 30 31 31 53 22 10 8 12 7 4 45 33 42 34 48 37 33 12 13 6 4 6 7 00 40 34 29 28 41 22 20 13 5 6 9 2 -------- ---- Total 138 ---- 151 ---- ---- 122 ---- 137 140 ---- 151 ---- ---- 76 54 ---- 29 ---- 27 ---- 27 ---- 25 ----------------------------------------------------------------------------- 24 Hour Total : 2200 AM peak hour begins : 07:30 AM peak volume : 223 Peak hour factor : 0.88 PM peak hour begins : 16:30 PM peak volume : 174 Peak hour factor : 0.82 ******************************************************************************* Sep 17 Westbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- 15 8 ---- 3 ---- ---- 4 ---- 3 4 ---- 1 ---- ---- 5 18 ---- 38 ---- 29 ---- 27 ---- 19 30 3 5 1 4 6 3 16 21 33 30 18 28 45 8 7 1 0 1 0 16 37 37 11 16 15 00 4 2 3 0 3 7 10 28 32 16 15 23 Hr Total 23 17 9 7 14 11 47 104 140 86 - 76 85 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- 15 34 ---- 23 ---- ---- 31 ---- 21 34 ---- 32 ---- ---- 23 15 ---- 17 ---- 6 ---- 10 ---- 9 30 17 26 21 31 26 36 16 14 12 12 11 9 45 23 31 21 36 35 26 20 21 14 5 6 11 00 33 -------- 36 22 37 34 24 13 16 10 5 10 9 ---- Hr Total 107 ------------------------------------------------------------------------------- ---- 116 ---- ---- 95 ---- 125 129 ---- 118 ---- ---- 72 66 ---- 53 ---- 28 ---- 37 ---- 38 24 Hour Total : 1603 AM peak hour begins : 08:00 AM peak volume 140 Peak hour factor : 0.92 PM peak hour begins : 15:15 PM peak volume 138 Peak hour factor : 0.93 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 D0917008.PRN Station 000000091602 Identification 000411692110 Interval : 15 minutes Start date Sep 17, 08 Start time : 00:00 Stop date Sep 17, 08 Stop time : 24:00 City/Town :Miami, Florida County : Dade Location NE 8 Street West of N Miami Avenue Sep 17 Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- 15 16 ---- 4 ---- ---- ---- 5 3 5 ---- ---- ---- 7 41 55 ---- ---- 88 70 ---- 69 ---- 56 30 8 8 3 4 8 6 62 53 96 92 56 62 45 10 8 3 2 1 12 55 89 77 51 50 64 00 8 3 4 1 3 22 51 86 98 49 58 60 -------- ---- Hr Total 42 ---- 2.3 ---- ---- ---- 15 10 17 ---- ---- ---- 47 209 283 ---- ---- 359 262 ---- 233 ---- 242 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- 15 63 ---- 54 ---- ---- ---- 60 51 65 ---- ---- ---- 75 45 33 ---- ---- 27 11 ---- 15 ---- 21 30 53 70 51 62 57 89 38 24 20 24 18 13 45 56 73 55 84 72 59 32 34 20 9 12 18 00 73 70 51 65 75 46 33 29 15 11 19 11 -------- ---- . Total 245 ---- 267 ---- ---- ---- 217 262 269 ---- ---- ---- 269 148 120 ---- ---- 82 55 ---- 64 ---- 63 ------------------------------------------------------------------------------ 24 Hour Total 3803 AM peak hour begins 07:30 AM peak volume : 359 Peak hour factor 0.93 PM peak hour begins 16:30 PM peak volume : 311 Peak hour factor 0.87 TRAFFIC SURVEY SPECIALISTS, INC. NE 13TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/23/08 ('-nUNTED BY: JOHNNY MOLESTINA (561) 272-3255 FAX (561) 272-4381 File I.D. 13STBISC (''ALIZED Page 1 ALL VEHICLES ---------------------- BISCAYNE — ------------------------------------------------------------------------------------------------------------- BOULEVARD INE 13TH STREET IBISCAYNE BOULEVARD INE 13TH STREET I From North IFrom East IFrom South (From West UTurn Left Thru Right I I UTurn Left Thru Right I I UTurn Left Thru Right I I UTurn Left Thru I Right I Total Date 09/23/08 ------------------------------------------- — ------------------------ 16:00 0 0 202 0 I 0 92 25 38 I 3 21 244 0 I 0 0 0 0 I 625 16:15 0 0 169 0 I 0 89 20 32 I 0 13 267 0 I 0 0 0 0 I 590 16:30 0 0 172 3 I 0 82 18 25 I 1 26 260 0 I 0 0 0 0 I 587 16:45 0 0 192 4 0 100 21 28 3 24 258 0 0 0 0 o 630 Hr Total 0 0 735 7 I 0 363 84 123 I 7 84 1029 0 I 0 0 0 0 I 2432. 17:00 0 0 257 4 I 0 115 21 36 I 0 29 294 0 I 0 0 0 0 I 756 17.15 0 0 216 1 I 0 114 33 27 i 2 25 319 0 I 0 0 0 0 I 737 17:30 0 0 217 5 I 0 103 20 20 I 1 22 369 0 I 0 0 0 0 I 757 17:45 0 0 178 2 0 96 20 21 0 24 334 D 0 0 0 0 675 Hr Total 0 0 868 12 I 0 428 94 104 I 3 100 1316 0 I 0 0 0 0 I 2925 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL• 0 0 1603 19 I 0 791 178 227 I 10 184 2345 0 I 0 0 0 0 I 5357 ALL VEHICLES BISCAYNE BOULEVARD INE 13TH STREET BISCAYNE BOULEVARD INE 13TH STREET From North (From East (From South (From West I I I I I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 09/23/08 ------- ------------------------- -------------------------------------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/23/08 Peak start 17:00 1 17:00 I 17:00 1 17:00 I Volume 0 0 868 12 I 0 428 94 104 I 3 100 1316 0 1 0 0 0 0 Percent 0% 0% 996 1% I 08 68% 156 17% I 0% 78 93% 0& I 0% 0% 0% 08 I Pk total 880 I 626 I 1419 I 0 Highest 17:00 I 17:15 I 17:30 I 16:00 I Volume 0 0 257 4 I 0 114 33 27 1 1 22 369 0 I 0 0 0 0 Hi total 261 I 174 I 392 I 0 PHF .84 I _.90 i .90 I .0 --7 13TH STREET 103 94 209 12 • 0 0 0 TRAFFIC SURVEY SPECIALISTS, INC. 0 NE 13TH STREET h BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/23/08 GQUNTED BY: JOHNNY MOLESTINA (561) 272-3255 FAX (561) 272-4381 File I.D. 13STBISC (--IALIZED Page 2 ALL VEHICLES BISCAYNE BOULEVARD INE 13TH STREET BISCAYNE BOULEVARD INE 13TH STREET From North (From East (From South (From West I I I I I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 09/23/08 ------- ------------------------- -------------------------------------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/23/08 Peak start 17:00 1 17:00 I 17:00 1 17:00 I Volume 0 0 868 12 I 0 428 94 104 I 3 100 1316 0 1 0 0 0 0 Percent 0% 0% 996 1% I 08 68% 156 17% I 0% 78 93% 0& I 0% 0% 0% 08 I Pk total 880 I 626 I 1419 I 0 Highest 17:00 I 17:15 I 17:30 I 16:00 I Volume 0 0 257 4 I 0 114 33 27 1 1 22 369 0 I 0 0 0 0 Hi total 261 I 174 I 392 I 0 PHF .84 I _.90 i .90 I .0 --7 13TH STREET 103 94 209 12 • 0 0 0 0 • 0 0 BISCAYNE BOULEVARD • 12 • 868 • 0 0 1,316 104 12 868 0' 1,420 ( 880 ( 2,300 209 0 Intersection Total 0 2,925 0 0 0 NE 13TH STREET 2,715 I---- 1,419 - 428 • 103 • 1,316 868 0 1,296 103 1,316 BISCAYNE BOULEVARD 104 ALL VEHICLES 626 94 626 428 104 94 428 Adriek�e v � � I ca Ars4��t'cein�-e( � U � N c t3sr NE I I I V� S,e-Vtewb,ev-2-4-12-oog ,Arawo� 1od `. l..u:kS po'coo-t;rto S•ra!u zeq TRAFFIC SURVEY SPECIALISTS., INC. NE 12TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/23/08 rnciNTED BY: MAXIE ESPINOSA (561) 272-3255 FAX (561) 272-4381 File I.D. 12STBISC ''SIGNALIZED Page 1 ALL VEHICLES ---------- — --- — BISCAYNE ----------------------------------------- BOULEVARD IBISCAYNE BOULEVARD INE 12TH -------------------------------------------------------------------------- STREET From North (From South IFrom West I Thru Right I I UTurn Left Thru I I UTurn Left I Right I Total Date 09/23/08 ---------- —-------------------------------------------- — ------------------------------------------------------------ 16:00 215 91 I 0 1 275 I 0 0 0 I 582 16:15 187 87 I 0 1 273 I 0 0 0 I 548 16:30 199 69 I 0 9 312 I 0 0 0 I 589 16:45 208 88 l 0 4 298 0 0 0 598 Hr Total 809 335 I 0 15 1158 I 0 0 0 I 2317 17:00 264 114 I 0 4 338 I 0 0 0 I 720 17:15 249 88 I 0 5 352 I 0 0 0 I 694 17:30 236 99 I 0 7 410 I 0 0 0 I 752 17:45 211 80 I 0 0 389 I 0 0 0 680 Hr Total 960 381 I 0 16 1489 I 0 0 0 I 2846 -------------------------------------------------------------------------------- •TOTAL+ 1769 716 I 0 31 2647 I 0 0 0 I 5163 TRAFFIC SURVEY SPECIALISTS, INC. NE 12TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/23/08 COUNTED BY: MAXIE ESPINOSA (561) 272-3255 FAX (561) 272-4381 File I.D. : 12STBISC +SIGNALIZED Page 2 ALL VEHICLES BISCAYNE BOULEVARD (BISCAYNE BOULEVARD INE 12TH STREET From North Ivrom South IFrom West 0 Thru Right I UTurn Left Thru I UTurn Left Right I Total Date 09/23/08 ------------------------------------------------------------------------------------------------- ---------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/23/08 Peak start 17:00 17:00 17:00 Volume 960 381 0 16 1489 0 0 0 Percent 72% 28% 0% 1% 99% 0% 0% 0& Pk total 1341 I 1505 0 Highest 17:00 17:30 16:00 Volume 264 114 0 7 410 0 0 0 Hi total 378 ( 417 0 PHF .89 .90 .0 '-7 12TH STREET 16 0 397 381 0 0 0 0 [Q BISCAYNE BOULEVARD 381 • 960 0 1,489 0 381 960 0 1,489 1,341 i 2,830 • ALL VEHICLES 397 0 Intersection Total 2,846 2,465 �— 1,505 - 0 16 • 1,489 960 0 ------ ------ ------ 960 16 1,489 BISCAYNE BOULEVARD 0 0 0 y IA,Ii� IN�iQwl i � ��.oc i dcL. St�-I�cwt,b e� 2-412,0o $ JlAujV,(O�'.LUL-S woT S���lliZec� Ko TRAFFIC SURVEY SPECIALISTS, INC. NE 11TH TERRACE & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, .FLORIDA 33444 Start Date: 09/17/08 f—TINTED BY: CHUCK VAN VLIET (561) 272-3255 FAX (561) 272-4381 File I.D. 11TEBISC ��ALIZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD I--------- JBISCAYNE.BOULEVARD INE 11TH TERRACE From North IFrom East lFrom South IFrom West UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 09/17/08 ------------------------------------------------------------------------------ ----------------------------------------- 16:00 0 0 171 0 0 0 0 0 0 0 221 89 0 78 0 14 I 573 16:15 1 0 184 0 I 0 0 0 0 0 0 280 108 I 0 53 0 13 639 16:30 1 0 193 0 0 0 0 0 0 0 251 89 0 67 0 14 615 16.45 0 0 238 0 0 0 0 0 0 0 263 76 0 59 0 16 652 Hr Total 2 0 786 0 0 0 0 0 J 0 0 1015 362 0 257 0 57 2479 17:00 0 0 214 0 0 0 0 0 0 0 267 125 0 62 0 6 674 17:15 0 0 216 0 0 0 0 0 0 0 323 101 1 0 82 0 8 730 17:30 0 0 265 0 I 0 0 0 0 0 0 287 112 0 83 0 4 751 17;45 0 0 189 0 0 0 0 0( 0 0 285 105 0 91 0 16 686 Hr Total 0 0 884 0 0 0 0 0 0 0 1162 443 0 318 0 34 2841 ------------------------------------------------------------------------------------------------------------------------------------ •TOTAL+ 2 0 1670 0 1 0 0 0 0 1 0 0 2177 805 1 0 575 0 91 1 5320 TRAFFIC SURVEY SPECIALISTS, INC. NE 11TH TERRACE & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/17/08 COUNTED BY: CHUCK VAN VLIET (561) 272-3255 FAX (561) 272-4381 File I.D. 11TEBISC �TAL IZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARDI --------- (BISCAYNE BOULEVARD INE 11TH TERRACE From North (From East IFrom South From West UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 09/17/08 ----------------------------- — --- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/17/08 Peak start 17:00 1 17:00 1 17:00 1 17:00 Volume 0 0 884 0 1 0 0 0 0 1 0 0 1162 443 1 0 318 0 34 Percent 0% 06 100% 0$ I 0* 096 0% 06 1 09, 09, 7296 28% 1 09, 909, 0% 1D% Pk total 884 1 0 1 1605 352 Highest 17:30 1 16:00 1 17:15 17:45 Volume 0 0 265 0 I 0 0 0 0 1 0 0 323 101 1 0 91 0 16 Hi total 265 1 0 1 424 1 107 PHF .83 1 .0 I .95 1 .82 BISCAYNE BOULEVARD • 0 • 884 0 884 884 - 11TH TERRACE 0 0 0 0 318 318 352 • 0 0 352 • 34 34 • 0 318 1,162 0 0 1,480 2,364 0 0 • ALL VEHICLES 0 0 0 • 0 443 0 Intersection Total 0 2,841 443 0 443 2,523 �— 1,605 - 0 0 • 1,162 884 34 ------ ------ ----- 918 0 1,162 BISCAYNE BOULEVARD • 443 443 TRAFFIC SURVEY SPECIALISTS, INC. NE 11TH TERRACE & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/17/08 �ujNTED BY: CHUCK VAN VLIET (561) 272-3255 FAX (561) 272-4381 File I.D. 11TEBISC �'(ALIZED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD I--------- IBISCAYNE BOULEVARD INE 11TH TERRACE From North (From East IFrom South IFrom West I Left Thru Right Peds I I Left Thru Right Peds I I Left Thru Right Peds I I Left Thru Right i Peds I Total Date09/17/08 ---------------------------------------------------------------------- 16:00 0 0 0 0 I 0 0 0 2 I 0 0 0 0 I 0 0 0 2 I 4 16:15 0 0 0 1 I 0 0 0 0 I 0 0 0 0 I 0 0 0 12 I 13 16:30 0 0 0 1 I 0 0 0 0 0 0 0 0 I 0 0 0 1 I 2 16:45 0 0 0 0 0 0 0 1 I 0 0 0 0 I 0 0 0 9 I 10 Hr Total 0 0 0 2 I 0 0 0 3 I 0 0 0 0 I 0 0 0 24 I 29 17:00 0 0 0 0 I 0 0 0 2 I 0 0 0 0 I 0 0 0 1 I 3 17:15 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 4 I 4 17:30 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 1 I 1 17:45 0 0 0 0 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 Hr Total 0 0 0 0 I 0 0 0 2 I 0 0 0 0 I 0 0 0 6 I 8 ------------------------------------------------ *TOTAL+ 0 0 0 2 I 0 — ---------------------------------------------------------------------------------- 0 0 5 I 0 0 0 0 I 0 0 0 30 I 37 ll . v�1 ��JIVII JG� Se�-Eew�(oe✓ IS �2oa� TRAFFIC SURVEY SPECIALISTS, INC. NF. 11 STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 rnt1NTED BY: ISIDRO GONZALEZ (561) 272-3255 FAX (561) 272.-4381 File I.D. 11STBISC (—IALIZED .Page 1 ALL VEHICLES -------------------------------------------- BISCAYNE BOULEVARD — I------ -------------------------------------- ------------------------------------------------ IBISCAYNE BOULEVARD INE 11TH STREET From North IFrom East (From South (From West I UTurn Left Thru Right I I UTurn Left Thru Right I I UTurn Left Thru Right I I UTurn Left Thru I Right I Total Date09/16/08---------------------------------------------------------------------------- — ----- 16:00 0 0 203 3 I 0 0 0 0 I 0 16 360 0 I 0 1 0 4 I 587 16:15 0 0 225 8 I 0 0 0 0 I 1 16 349 0 I 0 1 0 3 I 603 16:.30 2 0 222 5 I 0 0 0 0 I 2 10 341 0 I 0 2 0 2 I 586 16:45 1 0 259 4 0 -0 0 0 6 11 381 0 0 2 0 0 664 Hr Total 3 0 909 20 I 0 0 0 0( 9 53 1431 0 I 0 6 0 9 I 2440 17:00 2 0 .250 1 I 0 0 0 0 I 3 19 448 0 I 0 0 0 0 I 723 17:15 1 0 300 3 I 0 0 0 0 I 1 19 486 0 I 0 0 0 3 I 813 17:30 1 0 254 2 0 0 0 0 I 1 24 456 0 I 0 2 0 2 I 742 17:45 1 0 203 7 0 0 0 0 2 13 437 0 0 1 0 4 668 Hr Total 5 0 1007 13 I 0 0 0 0 I 7 75 1827 0 I 0 3 0 9 I 2946 --------------------------------------------------------------------------------------- •TOTAL+ 8 0 1916 33 I 0 0 0 0 I 16 128 3258 — ------------------------------------------- 0 I 0 9 0 18 I 5386 11TH STREET 82 0 95 13 • 3 3 • 0 0 9 9 13 • 1,007 • 5 3 1,827 0 13 1,007 5 1,830 1,025 2,855 ALL VEHICLES 0 107 5 12 Intersection Total 2,946 2,925 F- 1,909 0 82 1,827 1,007 9 ------ ------ ------ ----- 1,016 82 1,827 BISCAYNE BOULEVARD I 0 0 0 • 0 0 5 5 0 9 TRAFFIC SURVEY SPECIALISTS, INC. NE 11 STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 —._`>TITED BY: ISIDRO GONZALEZ (561) 272-3255 FAX (561) 272-4381 File I.D. 11STBISC �IALIZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD I------ (BISCAYNE BOULEVARD INE 11TH STREET From North (From East (From South (From West I UTurn Left Thru Right I I UTurn I Left Thru Right I UTurn Left Thru I Right I UTurn Left Thru Right I I Total Date09/16/08 ----------------------------------------------------------------------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16;.00 to 18:00 on 09/16/08 •- Peak start 17:00 I 17:00 I 17:00 I 17:00 I Volume 5 0 1007 13 I 0 0 0 0 I 7 75 1827 0 I 0 3 0 9 I Percent 0% 0% 98% 1% I 0% 0% 0% 0% ) 0% 4% 96% 0% 0% 256 06 759 I Pk total 1025 I 0 I 1909 I 12 I Highest 17:15 I 16:00 I 17:15 I 17:45 Volume 1 0 300 3 I 0 0 0 0 I 1 19 486 0 I 0 1 0 4 Hi total 304 I 0 I 506 I 5 I PHF .84 I .0 I .94 I .60 I BISCAYNE BOULEVARD 11TH STREET 82 0 95 13 • 3 3 • 0 0 9 9 13 • 1,007 • 5 3 1,827 0 13 1,007 5 1,830 1,025 2,855 ALL VEHICLES 0 107 5 12 Intersection Total 2,946 2,925 F- 1,909 0 82 1,827 1,007 9 ------ ------ ------ ----- 1,016 82 1,827 BISCAYNE BOULEVARD I 0 0 0 • 0 0 5 5 0 9 TRAFFIC SURVEY SPECIALISTS, INC. NE 11 STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA .33444 Start Date: 09/16/08 COUNTED BY: ISIDRO GONZALEZ (561) 272-3255 FAX (561) 272-4381 File I.D. 11STDISC -- ' TALI ZED Page 1 PEDESTRIANS ------------------------------------------------------------------------ BISCAYNE BOULEVARD I ------ — (BISCAYNE ------------------------------------------------- BOULEVARD INE 11TH STREET — -------- From North Irrom East IFrom South lFrom West Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Total Date09/16/08 ------------------------------------------------------------------ 16:00 0 0 0 0 I 0 0 0 0 0 0 0 4 0 0 0 0 I 4 16:15 0 0 0 0 0 0 0 0 0 0 0 6 I 0 0 0 3 9 16:30 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 16:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 3 Hr Total 0 0 0 4 0 0 0 0 0 0 0 11 0 0 0 5 20 17:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 17:15 0 0 0 1 0 0 0 0 I 0 0 0 1 I 0 0 0 1 3 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3 5 Hr Total 0 0 '0 3 0 0 0 0 I 0 0 0 2 I 0 0 0 5 SO ---------------------------------------------------------------------------------- *TOTAL* 0 0 0 7 1 0 0 0 0 1 0 0 — ------------------------------------------------ 0 13 1 0 0 0 10 1 30 -a y Ail �-ttaw+i ,Fc-0�f�1a Se eteywo er ('8 � 20'8 eA (a.Qj 14- to is R 10 ot't K 0 c�oi auZeg TRAFFIC SURVEY SPECIALISTS, INC. NE 8TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 �UNTED BY: LUIS PALOMINO (561) 272-3255 FAX (561) 272-4381 File I.D. 8ST_BISC �lALIZED Page 1 ALL VEHICLES ------------ —--------------------------------- BISCAYNE BOULEVARD INE 8TH — -- STREET — -- —---------------------------------- IBISCAYNE BOULEVARD ----------------------------- INE 8TH STREET — ---------- I From North jFroM East (From South IFrom West I UTurn Left Thru Right I I UTurn Left Thru Right I IUTurn Left Thru Right I I UTurn Left Thru I Right I Total Date09/16/08--------------------------------------------------------------------------------- — - 16:00 5 8 175 5 1 0 4 4 8 1 1 4 309 12 I 0 15 5 5 560 16:15 2 11 182 10 I 0 3 4 13 I 3 5 315 9 I 0 10 7 5 579 16:30 4 13 204 4 0 2 3 5 I 1 6 301 8 I 0 19 9 3 582 16:45 3 12 216 9 0 6 3 15 3 3 328 12 0 12 6 2 630 Hr Total 14 44 777 28 I 0 15 14 41 ( 8 18 1253 41 0 56 27 15 2351 17:00 4 8 202 S I 0 6 14 14 I 1 9 398 6 0 12 6 5 I 690 17:15 9 7 270 14 I 0 1 9 17 I 0 6 412 9 0 18 3 2 I 777 17:30 3 12 203 8 I 0 2 9 15 I 0 7 432 10 I 0 9 4 3 I 717 17:45 6 4 190 9 0 2 2 11 1 2 384 7 I 0 10 4 1 633 Hr Total 22 31 865 36 1 0 11 34 57 2 24 1626 32 0 49 17 11 I 2817 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 36 75 1642 64 I 0 26 48 98 1 10 42 2879 73 I 0 105 44 26 1 5168 TRAFFIC SURVEY SPECIALISTS, INC. NE STH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 InUNFED BY: LUIS PALOMINO (561) 272-3255 FAX (561) 272-4381 File I.D. 8ST—DISC dALIZED. Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE STH STREET [BISCAYNE BOULEVARD INE 8TH STREET From North ]From East (From South (From West I I I I I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date09/16/08 ----------------------------------------------------------------------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/16/08 Peak start 17:00 1 17:00 I 17:00 '1 17:00 I Volume 22 31 865 36 1 0 11 34 57 I 2 24 1626 32 1 0 49 17 11 I Percent 2% 396 9196 4& 1 0% 11!k 339 56% 1 096 1% 9796 2% I 0% 64% 22% 14% I Pk .total 954 I 102 I 1684 I 77 1 Highest 17:15 I 17:00 I 17:30 1 17:00 I Volume 9 7 270 14 I 0 6 14 14 I 0 7 432 10 I 0 12 6 5 1 Hi total 300 1 34 I 449 I 23 I PHF .80 1 .75 1 .94 I .84 I BISCAYNE BOULEVARD 361• 8651• 53 ------ ------ ------ 36 865 53 954 2,686 8TH STREET 26 34 96 36 49 49 173 • 17 17 77 • 11 11 • ALL VEHICLES 49 1,626 57 1,732 Intersection Total 2,817 2,571 F- 1, 684 - 11 26 - 1,626 865 11 887 26 1,626 BISCAYNE BOULEVARD 57 102 34 204 11 102 NE 8TH STREET • 3 3 57 34 11 53 17 32 TRAFFIC SURVEY SPECIALISTS, INC. NE 8T14 STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 MUNTED BY: LUIS PALOMINO (561) 272-3255 FAX (561) 272-4301 File I.D. 8ST_BISC r-----'IALIZED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------ BISCAYNE BOULEVARD JNE 8TH STREET JBISCAYNE BOULEVARD INE 8TH STREET From North IFrom East lFrom South IFrom West Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Total Date 09/16/08 ------------------------ — — --------------------------------------------- ---------------------------------------------- 16:00 0 0 0 4 I 0 0 0 6 0 0 0 10 1 0 0 0 1( 21 16:15 0 0 0 5( 0 0 0 5 0 0 0 6 0 0 0 4 20 16:30 0 0 0 4 0 0 0 5 I 0 0 0 10 I 0 0 0 0 I 19 16:45 0 0 0 13 I 0 0 0 2 1 0 0 0 5 1 0 0 0 4 1 24 Hr Total 0 0 0 26 0 0 0 18 0 0 0 31 0 0 0 9 84 17:00 0 0 0 2 I 0 0 0 7 I 0 0 0 7 0 0 0 7 23 17:.15 0 0 0 6 I 0 0 0 7 I 0 0 0 15 0 0 0 3 31 17:30 0 0 0 3 0 0 0 2 0 0 0 6 0 0 0 5 16 17:45 0 0 0 2 1 0 0 0 1 1 0 0 0 8 I 0 0 0 1 1 12 Hr Total 0 0 0 13 0 0 0 17 0 0 0 36 0 0 0 16 82 --------------------- •TOTAL• 0 0 ---------------------------------------------------- 0 39 1 0 0 0 35 --------------------------------------------------------- 1 0 0 0 67 I 0 0 0 25 1 166 MiCLIM L (F-0��d� se�iewloer l8 ( Zoa'8 �W-uu� b�! Lkk('S ?0,1604(�.o TRAFFIC SURVEY SPECIALISTS, .INC. NE 6TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 -TINTED BY: DANNY CARDONA (561) 272-3255 FAX (561) 272-4381 File I.D. GST _BISC "IALIZED Page 2 • 146 • 799 • 2 0 1,560 122 146 799 2 1,682 947 1 2,629 122 6TH STREET 122 252 ALL VEHICLES 595 993 595 146 829 595 0 0 112 993 831 112 • 0 0 0 Intersection Total 2 3,588 2 0 0 • 0 0 NE 6TH STREET 2,723 r 1, 812 - 112 252 • 1,560 799 0 911 252 1,560 BISCAYNE BOULEVARD ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD {NE 6TH STREET JBISCAYNE BOULEVARD INE 6TH STREET From North (From East Ivrom South .From West UTurn Left Thru Right I I UTurn Left Thru I Right I UTurn Left Thru Right I I UTurn Left Thru I Right I Total Date 09/16/08 ----------- —--------------------------------------------------- — ---- ------------ Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/16/08 Peak start 17:00 1 17:00 1 17:00 1 17:00 Volume 2 0 799 146 1 0 112 595 122 1 9 243 1560 0 1 0 0 0 0 Percent 096 0% 8496 15% 1 0% 14% 72% 15% 1 0% 13% 86% 01; 1 0% 0% 0% . 096 Pk total 947 1 829 1 1812 1 0 Highest 17:15 1 17:00 I 17:30 1 16:00 Volume 1 0 223 56 1 0 33 234 39 1 3 55 413 0 1 0 0 0 0 Hi total 280 I 306 1 471 1 0 PHF .85 1 .68 1 .96 1 .0 BISCAYNE BOULEVARD • 146 • 799 • 2 0 1,560 122 146 799 2 1,682 947 1 2,629 122 6TH STREET 122 252 ALL VEHICLES 595 993 595 146 829 595 0 0 112 993 831 112 • 0 0 0 Intersection Total 2 3,588 2 0 0 • 0 0 NE 6TH STREET 2,723 r 1, 812 - 112 252 • 1,560 799 0 911 252 1,560 BISCAYNE BOULEVARD TRAFFIC SURVEY SPECIALISTS, INC. NE 6TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date! 09/16/08 -BUNTED BY: DANNY CARDONA (561) 272-3255 FAX (561) 272-4381 File I.D. 6ST_BISC KALI ZED Page 1 ALL VEHICLES ------------------------------------------------------------- BISCAYNE BOULEVARD INE 6TH STREET — ---------------------------------------------------------------------- ISISCAYNE BOULEVARD IRE 6TH STREET I From North IFrom East (From South (From West I UTurn Left Thru Right I I UTurn Left Thru Right I I UTurn Left Thru Right I I UTurn Left Thru I Right I Total Date09/16/08 ------------------------------------------------------------------------- 16:00 1 0 170 25 I 0 15 206 45 I 2 41 298 0 I 0 0 0 0 I 803 16:15 3 0 173 20 I 0 10 158 33 I 3 42 307 0 I 0 0 0 0 I 749 16:30 2 0 172 29 I 0 22 165 34 I 3 36 268 0 I 0 0 0 0 I 731 16.:45 0 0 208 28 I 0 22 140 34 1 39 316 0 0 0 0 0 788 Hr Total 6 0 723 102 I 0 69 669 146 I 9 158 1189 0 I 0 0 0 0 I 3071 17:00 1 0 200 34 I 0 33 234 39 I 0 66 373 0 I 0 0 0 0 I 980 17:15 1 0 223 56 I 0 24 120 31 ( 4 65 398 0 I 0 0 0 0 I 922 17:30 0 0 180 37 I 0 25 123 28 I 3 55 413 0 I 0 0 0 0 I 864 17:45 0 0 196 19 0 30 118 24 2 57 376 0 0 0 0 0 822 Hr Total 2 0 799 146 I 0 112 595 122 I 9 243 1560 0 I 0 0 0 0 I 3588 ---------------------------------------------------`-------------------------------------------------------------------------------- *TOTAL* 8 0 1522 248 I 0 181 1264 268 I 18 401 2749 0 I 0 0 0 0 I 6659 TRAFFIC SURVEY SPECIALISTS, INC. NE 6TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00000157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 -TINTED BY: DANNY CARDONA (561) 272-3255 FAX (561) 272-4381 File I.D. 6ST_BISC ?ALIZED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 6TH STREET JBISCAYNE BOULEVARD INE 6TH STREET From North IFrom East lFrom South lFrom West Left Thru Bight Peds I Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Total Date 09/16/08 ------------------------------------------------------------------------------------------ ---------------------------- 16:00 0 0 0 10 1 0 0 0 8 0 0 0 1 0 0 0 6 25 16:15 0 0 0 10 1 0 0 0 12 0 0 0 2 I 0 0 0 4 28 16:30 0 0 0 3 0 0 0 13 0 0 0 1 I 0 0 0 0 17 16:45 0 0 0 7 0 0 0 5 0 0 0 2 0 0 0 3 17 Hr Total 0 0 0 30 0 0 0 38 0 0 0 6 I 0 0 0 13 87 17:00 0 0 0 9 I 0 0 0 17 0 0 0 0 0 0 0 14 40 17:15 0 0 0 4 0 0 0 25 0 0 0 0 0 0 0 6 35 17:30 0 0 0 3 I 0 0 0 12 0 0 0 2( 0 0 0 8 25 17:45 0 0 0 2 0 0 0 5 0 0 0 1 0 0 0 1 9 Hr Total 0 0 0 18 0 0 0 59 0 0 0 3 0 0 0 29 109 ---------------------------------------------------------------- *TOTAL* 0 0 0 48 1 0 0 0 97 — ------------------------------------------------------------------ 1 0 0 0 9 I 0 0 0 42 I 196 SIA, I iiiweS )k A, I/ I � 5t�eu�ber lB �1.no� c� (a w � (v, Geis �o��� Wye k o TRAFFIC SURVEY SPECIALISTS, INC. NE 5T14 STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/17/08 ''NTED BY: KEVIN MCNALLY (561) 272-3255 FAX (561) 272-4381 File I.D. 5ST_BISC �IZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 5TH STREET IBISCAYNE BOULEVARD INE 5TH STREET From North (From East IFrom South {From West { UTurn Left Thru Right I UTurn Left Thru Right ( UTurn Left Thru Right { {UTurn Left Thru { Right { Total Date09/17/08 --- ------------------------------------------------------------------ ------------------------------ 16:00 4 23 173 0 0 0 0 0{ 0 0 295 10 1 0 36 28 11 I 580 16:15 1 25 162 0 0 0 0 0{ 0 0 300 e 1 0 44 29 16 I 585 16:30 1 20 179 0 0 0 0 0{ 0 0 276 8 0 45 21 22 572 16:45 2 13 211 0 0 0 0 0 0 0 308 10 0 39 19 14 616 Hr Total 8 81 725 0 { 0 0 0 0 0 0 1179 36 { 0 164 97 63 { 2353 17:00 2 18 181 0 0 0 0 0{ 0 0 320 7 I 0 52 9 18 { 607 17:15 1 24 200 '0 0 0 0 0 { 0 0 383 10 0 43 34 23 { 718 17:30 5 17 218 0 0 0 0 0{ 0 0 379 13 I 0 58 15 29 734 17:45 1 23 218 0 0 0 0 0 0 0 33B 13 0 38 11 16 658 Hr Total 9 82 817 0 0 0 0 0 I 0 0 1420 43 0 191 69 B6 2717 ------------------------ *TOTAL* 17 163 —-------------------------------------------------------------------------------------------------- 1542 0 1 0 0 0 0 1 0 0 2599 79 1 0 355 166 149 I — ------ 5070 TRAFFIC SURVEY SPECIALISTS, INC. NE STH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/17/08 ---TN,,TED BY: KEVIN MCNALLY (561) 272-3255 FAX (561) 272-4381 File I,D. 58T_BISC �++IALIZED Page 2 ALL VEHICLES BISCAYNE BOULEVARD INE STH STREET IBISCAYNE BOULEVARD INE 5TH STREET From North (From East IFrom South IFrom West I I I I I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date09/17/06 ---------------------------------------- — ----------------------------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/.17/08 Peak start 17:00 I 17:00 I 17:00 I 17:00 I Volume 9 82 817 0 I 0 0 0 0 I 0 0 1420 43 I 0 191 69 06 I Percent 1% 9% 90$ 0% I 0% 0% 0% 0% I 0% 0% 978 38 I 0% 558 20% 25% I Pk total 908 I 0 I 1463 I 346 I Highest 17:45 I 16:00 I 17:15 I 17:30 I Volume 1 23 218 0 I 0 0 0 0 I 0 0 383 10 I 0 58 15 29 I Hi total 242 I 0 I 393 I 102 I PHF .94 I .0 I .93 I .85 STH STREET 0 0 0 0 191 191 69 69 86 86 BISCAYNE BOULEVARD 0 • 817 91 191 1,420 0 0 817 91 1,611 908 2,519 346 346 2,366 �---- 1,463 - 0 0 • 1,420 817 86 ------ ------ ------ 903 0 1,420 BISCAYNE BOULEVARD • ALL VEHICLES Intersection Total 2,717 0 0 0 203 0 203 NE STH STREET 4 4 0 0 I 91 69 43 TRAFFIC SURVEY SPECIALISTS, INC. NE STH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/17/08 �'INTED BY: KEVIN MCNALLY (561) 272-3255 FAX (561) 272-4381 File I.D. 5ST_BISC IAL IZED Page 1 PEDESTRIANS ------------------------------------------------------------ BISCAYNE BOULEVARD INE 5TH STREET — -------------------- JBISCAYNE BOULEVARD —----------------------------------------- INE 5TH STREET — ------ From North lFrom East lFrom South lFrom West Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds I Total Date09/17/08 ------------------------------------------- — -------------------------------------------------------------------------- 16:00 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 1 6 16:15 0 0 0 1 0 0 0 5 0 0 0 3 0 0 0 10 19 16:30 0 0 0 2 0 0 0 9 0 0 0 0 0 0 0 10 21 16:45 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 6 11 Hr Total 0 0 0 3 I 0 0 0 23 0 0 0 4 0 0 0 27 I 57 17:00 0 0 0 0 0 0 0 8 0 0 0 1 0 0 0 2 11 17:15 0 0 0 0 0 0 0 9 0 0 0 5 0 0 0 10 24 17:30 0 0 0 0 0 0 0 11 0 0 0 4 0 0 0 6 21 17:45 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 1 4 Hr Total 0 0 0 0 0 0 0 31 0 0 0 10 I 0 0 0 19 60 ------------------------------------------------------------------------------------------------------------------------------------ +TOTAL* 0 0 0 3 1 0 0 0 54 1 0 0 0 14 1 0 0 0 46 1 117 rot vd) 55T Miavu,- PLO( -L -Aa, Se�zyv,�r l�l Zoo $ draw vt (0� : �.u.� s �c�.l a 1�.�� K v Siva Ci -�c� Adjusted Traffic Counts DAVID PLUMMER 8 ASSOCIATES, INC. 24-HOUR COUNTS Project Name: Museum Park Project No.: 08162 Location: Biscayne Boulevard between 1-395 and NE 6 Street Count Date: 9/17/2008 Observer: Traffic Survey Specialists, Inc. BEGIN 08:15 AM NORTHBOUND 2,646 TIME 11st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 96 79 67 54 296 01:00 AM 63 41 28 38 170 02:00 AM 24 30 19 22 95 03:00 AM 12 13 16 14 55 04:00 AM 1 7 14 12 11 44 05:00 AM 19 16 31 37 103 06:00 AM 52 66 78 107 303 07:00 AM 126 114 153 178 1 571 08:00 AM 164 177 190 207 738 09:00 AM 204 207 170 203 784 10:00 AM 258 207 217 241 923 11:00 AM 299 295 256 314 1,164 12:00 PM 350 353 297 300 1,300 o1:ooPM 1 280 360 282 289 1,211 02:00 PM 283 257 291 272 1,103 03:00 PM 284 325 299 347 1,255 04:00 PM 315 353 325 341 1,334 05:00 PM 373 424 392 382 1,571 06:00 PM 421 357 317 343 1,438 07:00 PM 320 288 234 255 1,097 08:00 PM 282 235 255 252 1,024 09:00 PM 214 226 226 204 870 10:00 PM 196 131 163 146 636 11:00 PM 109 150 109 107 475 1124-HOURTOTALI 18,560 NORTHBOUND BEGINr 08:15 AM SOUTHBOUND 2,646 TIME 11st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 1 35 54 38 37 164 01:00 AM 28 16 14 1 31 89 02:00 AM 25 12 15 12 64 03:00 AM 10 13 11 13 47 04:00 AM 21 13 11 32 77 05:00 AM 36 51 73 117 277 06:00 AM 122 144 177 242 685 07:00 AM 201 279 347 375 1,202 08:00 AM 366 453 505 1 470 1,794 09:00 AM 440 403 348 328 1,519 10:00 AM 302 230 278 282 1,092 11:00 AM 240 255 233 229 957 12:00 PM 233 266 334 282 1,115 01:00 PM 308 235 237 265 1,045 02:00 PM 242 262 208 215 927 03:00 PM 196 206 231 213 846 04:00 PM 202 208 237 257 904 05:00 PM 260 268 302 252 1 082 06:00 PM 194 208 182 193 777 07:00 PM 178 194 186 165 723 08:00 PM 128 142 135 119 524 09:00 PM 112 120 101 111 444 10:00 PM 107 1 122 82 95 406 11:oo PM 84 1 70 58 74 286 24-HOUR TOTAL= 046 TRAFFIC COUNT SUMMARY AM Peak Hour: Time: 11:45 AM Volume: 1,314 AM Peak Hour: Time: 08:15 AM Volume: 1,868 PM Peak Hour. Time: 05:15 PM Volume: 1,619 PM Peak Hour: Time: 12:15 PM Volume: 1,190 NORTHBOUND AND SOUTHBOUND AM Peak Hour: Time: 08:15 AM Volume: 2,646 K -factor: 7.4% PHF: 0.95 D -factor. 70.6% SB PM Peak Hour: Time: 05:00 PM Volume: 2,653 K -factor: 7.5% PHF: 0.96 D -factor: 59.2% NB Biscayne Blvd - 1-395 NE 6 St.xls DAVID PLUMMER 8 ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Museum Park NE 8 Street between 1-95 and Biscayne Boulevard Traffic Survey Specialists, Inc. BEGIN 07:30 AM Volume: EASTBOUND K -factor: 9.4% TIME 11st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 8 5 2 4 19 01:00 AM 1 3 1 1 6 02:00 AM 1 2 2 1 6 03:00 AM 0 0 2 1 3 04:00 AM 1 2 0 0 3 05:00 AM 6 3 12 15 36 06:00 AM 36 46 39 41 162 07:00 AM 37 32 52 58 179 08:00 AM 50 63 40 66 219 09:00 AM 41 62 40 33 176 10:00 AM 42 38 34 43 157 11:00 AM 37 34 49 37 157 12:00 PM 29 36 33 40 138 01:00 PM 31 44 42 34 151 02:00 PM 29 30 34 29 922 03:00 PM 30 31 48 28 137 04:00 PM 31 31 37 41 140 05:00 PM 43 53 33 22 151 06:00 PM 22 22 12 20 76 07:00 PM 18 10 13 13 54 08:00 PM 10 8 6 5 29 09:00 PM 5 12 4 6 27 10:00 PM 5 7 6 9 27 11:00 PM 12 4 7 2 25 24-HOUR TOTAL 24-HOUR TOTAL 2,200 EASTBOUND Project No.: Count Date: BEGIN 07:30 AM Volume: WESTBOUND K -factor: 9.4% TIME1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 8 3 8 1 4 23 01:00 AM 3 5 7 2 17 02:00 AM 4 1 1 3 9 03:00 AM 3 4 0 0 7 04:00 AM 4 6 1 3 14 05:00 AM 1 3 0 7 11 06:00 AM 5 16 16 10 1 47 07:00 AM 18 21 37 28 104 08:00 AM 38 33 37 32 140 09:00 AM 29 30 11 16 86 10:00 AM 27 18 16 15 76 11:00 AM 19 28 15 23 1 85 12:00 PM 34 17 23 33 107 01:00 PM 23 26 31 36 116 02:00 PM 31 21 21 22 95 03:00 PM 21 31 36 37 125 04:00 PM 34 26 35 34 129 05:00 PM 32 36 26 24 118 06:00 PM 23 16 20 13 72 07:00 PM 15 14 21 16 66 08:00 PM 17 12 14 10 53 09:00 PM 6 12 5 5 28 10:00 PM 10 11 6 10 37 11:00 PM 9 9 11 9 38 24-HOUR TOTAL 1,603 DAILY TRAFFIC COUNT SUMMARY 08162 9/17/2008 AM Peak Hour: Time: 07:30 AM Volume: 223 AM Peak Hour: Time: 08:00 AM Volume: 140 PM Peak Hour: Time: 04:30 PM Volume: 174 PM Peak Hour: Time: 03:15 PM Volume: 138 EASTBOUND AND WESTBOUND AM Peak Hour: Time: 07:30 AM Volume: 359 K -factor: 9.4% PHF: 0.93 D -factor: 62.1% EB PM Peak Hour: Time: 04:30 PM Volume: 311 K -factor: 8.2% PHF: 0.87 D -factor: 55.9% EB NE 8 St - 1-95 Biscayne Blvd.xls DAVID PLUMMER & ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Project Number: 08162 Location: Biscayne Boulevard / NE 13 Street Count Date: 9/23/2008 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday 11 Biscavne Boulevard NE 13 Street TIME INTERVAL 04:00 PM 04:15 PM 04:15 PM 04:30 PM 04:30 PM 04:45 PM 04.45 PM 05:00 PM NORTHBOUND I L I T R 24 244 0 13 267 0 27 260 0 27 258 0 TOTAL L287 SOUTHBOUND L I T IR 0 202 0 0 169 0 0 172 3 0 192 4 TOTALI 202 169 175 196 EASTBOUND L T R 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 WESTBOUND L I T R 92 25 38 89 20 32 82 18 25 100 21 28 TOTAL 155 141 125 149 GRAND TOTAL 625 590 587 630 05:00 PM 05:15 PM 29 294 0 323 0 257 4 261 0 0 0 0 115 21 36 172E757 6 05:15 PM 05:30 PM 27 319 0 346 0 216 1 217 0 0 0 0 114 33 27 174 7 05:30 PM 05745 PM 23 369 0 392 0 217 5 222 0 0 0 0 103 20 20 143 05:45 PM 06:00 PM 24 334 0 358 0 178 2 180 0 0 00 96 20 21 1375 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Siscavne Boulevard NE 13 Street TIME INTERVAL NORTHBOUND L T R TOTAL SOUTHBOUND L T R TOTAL EASTBOUND-----�J L T R TOTAL WESTBOUND L T R TOTAL GRAND TOTAL 104-00PMJ06:00PM11 98 1185 1 0 1283 1 0 1 810 10 819 0 1 0 10 400 90 115 604 2706 PEAK HOUR FACTOR 0.81 0.78 N/A 0.86 0.97 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 Biscayne Blvd—NE 13 St.xls DAVID PLUMMER & ASSOCIATES. INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Project Number: 08162 Location: Biscayne Boulevard / NE 12 Street Count Date: 9/23/2008 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday 11 Biscavne Boulevard 11 NE 12 Street 11 TIME NORTHBOUNU-----711 SOUTHBOUND I EASTBOUND WESTBOUND GRAND INTERVAL I 04:00 PM 04:15 PM I L I T I R 0 276 0 TOTALI 276 L T IR 0 215 91 TOTALI 306 L I T R 0 0 TOTALI L I T R 11 0 0 0 rTOTAL__TOTAL 0 582 04:15 PM 04:30 PM 0 274 0 274 0 187 87 274 0 0 0 0 0 0 548 04:30 PM 04:45 PM 0 321 0 321 0 199 69 268 0 0 500al 0 0 0 0 589 04:45 PM 05:00 PM 05:0o PM 05:15 PM 0 302 0 0 342 0 302 342 0 208 88 0 264 114 2960 378WO 0 0 0 0 0 0 0 0 0 0 0 598 720 05:15 PM 05:30 PM 0 357 0 357 0 249 88 3370 0 0 0 0 0 694 05:30 PM 05:45 PM 0 417 0 417 0 236 99 3350 0 0 0 0 0 752 05:45 PM 06:00 PM 0 389 0 389 0 211 80 291 0 0 0 0 0 0 680 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON 11 Biscavne Boulevard 11 NE 12 Street 11 TIME IF NORTHBOUND JFSOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 1 06:00 PM [ PEAK HOUR FACTOR O 1352 0 103802 0 894 362 1087 0282 0 0 0JL_J N/A 0 0 0 N/A 0 95 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 Biscayne Blvd—NE 12 St.xls DAVID PLUMMER R ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Project Number: 08162 Location: Biscayne Boulevard / NE 11 Terrace Count Date: 9/17/2008 Observer: Traffic Survey Specialists, Inc. Day of Week: Wednesday 11 Biscavne Boulevard NE 11 Terrace 11 TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL 04:00 PM 04:15 PM I L I T R 0 221 89 TOTAL 310Ho L T I R 171 0 TOTAL 171 L I T RTOTAL 78 0 14 92 L T R 0 0 0 TOTAL 0 TOTAL 573 04:15 PM 04:30 PM 0 280 388 184 0 185 53 0 13 66 0 0 0 0 639 04:30 PM 04:45 PM 0 251 J�C[0 340 193 0 194 67 0 14 81 0 0 0 0 615 04:45 PM 05:00 PM 05:00 PM 05:15 PM 0 263 0 267 125 839 392 238 0 0 214 0 238 214 59 0 16 62 0 5 75 67 0 0 0 0 0 0 0 0 652 673 05:15 PM 05:30 PM 0 323 101 424 0 216 0 216 82 0 8 90 0 0 0 0 730 05:30 PM 05:45 PM 0 287 112 399 0 265 0 265 83 0 4 87 0 0 0 0 751 05:45 PM 06:00 PM 0 2$5 105 390 0 189 0 189 91 D 16 107 0 0 0 0 686 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Biscavne Boulevard NE 11 Terrace TIME NORTHBOUND I SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L I T I R 11 TOTAL L T R TOTAL L T R FTOTA7L TOTAL 104:00 PM FO��dl 287 PEAK HOUR FACTOR 0 1100 407 105$$ 1 843 0 11 1=18 291 0 45 03 �$ 0 0 0 JI 1[30L_L695 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 Biscayne Blvd_NE 11 Terr.xls DAVID PLUMMER & ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Project Number: 08162 Location: Biscayne Boulevard / NE 11 Street Count Date: 9/16/2008 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday 11 Biscavne Boulevard NE 11 Street TIME NORTHBOUND J77777WUTHBOUND L T R TOTAL NORTHBOUND EASTBOUND L T R TOTAL SOUTHBOUND I EASTBOUND 73 1645 0 1784 WESTBOUND GRAND INTERVAL 04:15 PM I L T IR 16 360 0 TOTAL 376 L T_ R 0 203 3 TOTAL 206 L T R 1 0 4 TOTAL 5 L T R 0 0 0 TOTAL 0 TOTAL 587 04:30 PM 17 349 0 366 0 225 8 233 1 0 3 4 0 0 0 0 603 04:45 PM [0;4� 12 341 0 353 2 222 5 229 2 0 2 4 0 0 0 0 586 05:00 PM 05:00 PM 05:15 PM 17 381 0 22 448 0 398 470 1 259 4 2 250 1 264 253 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 664 723 05:15 PM 05:30 PM 20 486 0 506 1 300 3 304 0 0 3 3 0 0 0 0 813 05:30 PM 05:45 PM 25 456 0 481 1 254 2 257 2 0 2 4 0 0 0 0 742 05:45 PM 06:00 PM 15 437 0 452 1 203 7 211 1 0 4 5 0 0 0 0 668 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON 11 Biscavne Boulevard 11 NE 11 Street TIME INTERVAL NORTHBOUND J77777WUTHBOUND L T R TOTAL L T R TOTAL_ EASTBOUND L T R TOTAL WESTBOUND L T R TOTAL GRAND TOTAL 73 1645 0 1784 4 17 5 0 9 0 0 0 21 PEAK HOUR FACTOR 0 968 09 $9 0140 N/A 0791 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 Biscayne Blvd—NE 11 St.xls DAVID PLUMMER & ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Project Number: 08162 Location: Biscayne Boulevard / NE 8 Street Count Date: 9/16/2008 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday 11 Biscayne Boulevard 11 NE 8 Street ii TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL 04:00 PM 04:15 PM L T R 5 309 12 TOTAL 326 L T R 13 175 5 TOTAL 193 L T R 5 TOTAL 25 L T R 4 4 8 TOTAL 16 TOTAL 560 04:15 PM 04:30 PM 8 315 9 332 13 182 10 205 5 C 22 3 4 13 20 579 04:30 PM 04:45 PM 04:45 PM 05:00 PM 7 301 8 6 328 12 316 346 17 204 4 15 216 9 225 240 3 2 31 20 2 3 5 6 3 15 10 24 582 630 05:00 PM 05:15 PM 05:15 PM 05:30 PM 05:30 PM 05:45 PM 05:45 PM 06:00 PM 10 398 6 6 412 9 7 432 10 3 384 7 414 427 449 394 12 202 5 16 27D 14 15 203 8 10 190 9 219 300 226 209 12 6 5 18 3 2 9 4 3 10 4 1 23 23 16 15 1 9 17 6 14 14JIM0, 2 9 15 2 2 11 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON 11 Biscavne Boulevard 11 NE 8 Street TIME INTERVAL NORTHBOUND SOUTHBOUND L T R TOTAL EASTBOUND_____11 L T R TOTALI WESTBOUND J L I T I R TOTAL GRAND TOTAL L T R TOTAL 04:00 PM 06:00 PM 26 1454 37 1517 57 829 32 918 54 22 13 F89 13 24 49 87 2611 PEAK HOUR FACTOR 0.84 0.76 0.71 0.63 0.91 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 Biscayne Blvd—NE 8 St.xls DAVID PLUMMER & ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Project Number: 08162 Location: Biscayne Boulevard / NE 6 Street Count Date: 9/16/2008 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday Biscavne Boulevard NE 6 Street TIME INTERVAL 11 NORTHBOUND L I T I R - TOTALI SOUTHBOUN L I T R TOTAL I EASTBOUND L T R TOTAL WESTBOUND J L I T I R TOTAL GRAND TOTAL 04:00 PM 04:15 PM 04:15 PM 04:30 PM 04:30 PM 04:45 PM oa;as PM 06:00 PM 43 298WO 45 307 39 268 40 316 341 352 307 356 1 170 25 3 173 20 2 172 29203 0 208 28 196 196 236 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 206 45 10 158 33 22 165 34 22 140 34 266 201 221 196 803 749 731 788 05:00 PM 05:15 PM 66 373 0 439 1 200 34 235 0 0 0 0 33 234 39 N/A 80 05:15 PM 05:30 PM 69 398 0 467 1 223 56 280 0 0 0 0 24 120 31 11R1211 2 05:30 PM 05:45 PM 58 413 0 471 0 180 37 217 0 0 0 0 25 123 28 64 05:45 PM 06:00 PM 59 376 0 435 0 196 19 215 0 0 0 0 30 118 24 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Biscayne Boulevard 11 NE 6 Street TIME INTERVAL I HBOUND EASTBOUND L T R TOTAL I WESTBOUND L T R TOTAL GRAND TOTAL _NORTHBOUND L T R TOTAL —SOU L T R TOTAL 04:00 PM 06:00 PM 212 1389 0 1600 4 769 125 898 0 0 0 92 638 135 866 3363 PEAK HOUR FACTOR1, 0.84 0.79 N/A 0.70 0.92 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 Biscayne Blvd–NE 6 St.xis DAVID PLUMMER & ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Project Number: 08162 Location: Biscayne Boulevard / NE 5 Street Count Date: 9/17/2008 Observer: Traffic Survey Specialists, Inc. Day of Week: Wednesday 11 Biscayne Boulevard il NE 5 Street 11 TIME NORTHBOUND L T R TOTAL NORTHB BUND 11 SOUTHBOUND GRAND TOTAL F—EATOTAL STBOURND 1352 91 692 0 WESTBORUND 11 GRAND IF— INTERVAL 04:00 PM 04:15 PM L 0 295 10 TOTAL 305 L 27 A 0 27 L T 36 28 11 TOTAL 75 L 0 0 0 TOTAL 0 TOTAL 407 04:15 PM 04:30 PM 0 300 8 308 26 162 0 188 44 29 16 89 0 0 0 0 585 04:30 PM 04:45 PM 0 276 8 284 21 179 0 200 45 21 22 88 0 0 0 0 572 04:45 PM 05:00 PM 05:00 PM 05:15 PM 0 308 10 0 320 7 318 327 15 211 0 20 181 0 226 201 39 19 14 52 9 18 72 0 0 0 00 0 616 60705:15 PM 05:30 PM 0 383 10 393 25 200 0 225 43 34 23 S79 MO 0 0 71805:30 PM 05:45 PM 0 379 13 392 22 218 0 240 58 15 29 0 0 73405:45 PM 06:00 PM 0 338 13" 351 24 218 0 242 38 11 16 0 0 658 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON 11 Biscayne Boulevard NE 5 Street TIME INTERVAL NORTHBOUND L T R TOTAL SOUTHBOUND L T R TOTAL EASTBOUND L T R TOTAL WESTBOUND L T R TOTAL GRAND TOTAL 04:00 PM 1 06:00 PM 0 1313 40 1352 91 692 0 783 180 84 1 76 338 0 0 E0 2473 PEAK HOUR FACTOR 0.85 0.80 0.82 N/A 0.93 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 Biscayne Blvd—NE 5 St.xis Signal Timings Signal Timings PATTERN SCHEDULE FOR 2362 US 1 & NE 13 ST FOR DAY # 4 (SECTION 3) TIME PT OFF NSG G Y R WP Y R NL Y S Y M CYC MIN: 45 12 7 0 11 40 49 1 4 1 20 4 1 7 3 90EARLY NI 15 21 40 49 1 4 1 20 4 1 7 3 6 90NITE M2 115 23 0 45 1 4 1 12 4 1 7 3 6 78LATE NIG 500 19 0 50 1 4 1 12 4 1 7 3 6 83DAWN M2 545 1 40 49 1 4 1 20 4 1 7 3 90AVG M2 0 615 2 36 49 1 4 1 20 4 1 7 3 90PRE AM M 745 12 62 49 1 4 1 20 4 1 7 3 90AM PEAK 845 16 37 70 1 4 1 19 4 1 7 3 110MID MORN 1200 17 12 70 1 4 1 19 4 1 7 3 110NOON M2 1345 10 12 70 1 4 1 19 4 1 7 3 110AFT M1 0 1630 18 107 75 1 4 1 19 4 1 7 3 115PM PEAK 1800 3 34 49 1 4 1 20 4 1 7 3 90POST PM 1900 1 40 49 1 4 1 20 4 1 7 3 90AVG M2 0 2130 11 40 49 1 4 1 20 4 1 7 3 90EARLY NI PATTERN SCHEDULE FOR 3645 US 1 & NE 11 TERR FOR DAY # 4 (SECTION 3) TIME PT OFF NSG G Y R EG G Y R EG Y S Y M CYC MIN: 20 1 5 0 11 54 46 1 4 1 24 1 4 1 5 3 90EARLY NI 15 21 54 46 1 4 1 24 1 4 1 5 3 90NITE M2 115 23 0 20 1 4 1 14 2 4 1 5 3 7 55LATE NIG 500 19 54 46 1 4 1 24 1 4 1 5 3 90DAWN M2 545 1 84 46 1 4 1 24 1 4 1 5 3 20 90AVG M2 0 615 2 84 44 1 4 1 24 1 4 1 7 3 20 90PRE AM M 745 12 70 40 1 4 1 25 1 4 1 10 3 11 90AM PEAK 845 16 42 50 1 4 1 35 1 4 1 10 3 110MID MORN 1200 17 5 54 1 4 1 31 1 4 1 10 3 110NOON M2 1345 10 5 54 1 4 1 31 1 4 1 10 3 110AFT M1 0 1545 9 7 53 1 4 1 37 1 4 1 10 3 115PRE PM P 1630 18 86 53 1 4 1 37 1 4 1 10 3 115PM PEAK 1800 3 52 46 1 4 1 24 1 4 1 5 3 11 90POST PM 1900 1 84 46 1 4 1 24 1 4 1 5 3 20 90AVG M2 0 2130 11 54 46 1 4 1 24 1 4 1 5 3 90EARLY NI PATTERN SCHEDULE FOR 2350 US 1 & NE 11 ST FOR DAY # 4 (SECTION 3) TIME PT OFF NSG G Y R EW F G Y R WW F G Y R NL Y S Y M CYC MIN: 16 7 1 7 1 5 0 11 38 34 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 8 90EARLY NI 15 21 0 30 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 6 86NITE M2 115 23 0 30 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 6 86LATE NIG 500 19 0 30 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 6 86DAWN M2 545 1 58 34 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 8 90AVG M2 0 615 2 68 34 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 8 90PRE AM M 745 12 82 31 1 4 1 7 7 1 4 2 7 7 1 4 2 8 3 8 90AM PEAK 845 16 47 49 1 4 1 7 7 1 4 2 7 7 1 4 2 10 3 8 110MID MORN 1200 17 46 49 1 4 1 7 7 1 4 2 7 7 1 4 2 10 3 8 110NOON M2 1345 10 66 49 1 4 1 7 7 1 4 2 7 7 1 4 2 10 3 8 110AFT M1 0 1545 9 39 54 1 4 1 7 7 1 4 2 7 7 1 4 2 10 3 8 115PRE PM P 1630 18 75 54 1 4 1 7 7 1 4 2 7 7 1 4 2 10 3 8 115PM PEAK 1800 3 40 31 1 4 1 7 7 1 4 2 7 7 1 4 2 8 3 8 90POST PM 1900 1 58 34 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 8 90AVG M2 0 2130 11 38 34 1 4 1 7 7 1 4 2 7 7 1 4 2 5 3 8 90EARLY NI PATTERN SCHEDULE FOR 5986 US1 & NE 8 ST FOR DAY # 4 (SECTION 2) TIME PT OFF NSW F Y R EWL Y EWW F G Y R NSL Y S Y M CYC MIN: 7 9 5 24 1 5 0 20 78 43 9 4 1 5 3 7 4 1 4 1 5 3 90EARLY NI 30 23 88 43 9 4 1 5 3 7 4 1 4 1 5 3 90LATE NIT 530 22 88 43 9 4 1 5 3 7 4 1 4 1 5 3 90NITE 6/0 600 5 56 51 9 4 1 5 3 7 4 1 4 1 7 3 1OOMID-DAY 720 8 36 51 9 4 1 5 3 7 4 1 4 1 7 3 100AM PEAK 930 9 13 50 9 4 1 5 3 7 4 1 4 1 8 3 100AVERAGE 1545 11 22 51 9 4 1 5 3 7 4 1 4 1 7 3 100PM PEAK 1800 12 19 41 9 4 1 5 3 7 4 1 4 1 7 3 90POST PM 2100 18 82 41 9 4 1 5 3 7 4 1 4 1 7 3 90BAYSIDE 2300 20 78 43 9 4 1 5 3 7 4 1 4 1 5 3 90EARLY NI PATTERN SCHEDULE FOR 3241 US1 &NE 6ST WB-PORT BL FOR DAY # 4 (SECTION 2) TIME PT OFF NSW F Y R NL Y R WW F G Y R S Y M CYC MIN: 7 9 5 19 1 0 20 11 33 9 4 1 5 4 1 7 19 1 4 2 90EARLY NI 30 23 11 33 9 4 1 5 4 1 7 19 1 4 2 90LATE NIT 530 22 11 33 9 4 1 5 4 1 7 19 1 4 2 90NITE 6/0 600 5 18 38 9 4 1 10 4 1 7 19 1 4 2 1OOMID-DAY 720 8 36 37 9 4 1 10 4 1 7 19 2 4 2 1OOAM PEAK 930 9 31 29 9 4 1 11 4 1 7 19 9 4 2 100AVERAGE 1545 11 19 28 9 4 1 12 4 1 7 19 9 4 2 100PM PEAK 1800 12 15 32 9 4 1 5 4 1 7 19 2 4 2 90POST PM 2100 18 19 32 9 4 1 5 4 1 7 19 2 4 2 90BAYSIDE 2300 20 11 33 9 4 1 5 4 1 7 19 1 4 2 90EARLY NI ENTER THE DAY #, CONTROLLER # (/ = STOP) PATTERN SCHEDULE FOR 2318 US 1&NE 5ST EB-PORT BL FOR DAY # 4 (SECTION 2) TIME PT OFF NSW F Y SL Y EW F G Y S Y M CYC MIN: 30 7 5 12 1 0 20 16 46 7 4 5 4 7 12 1 4 90EARLY NI 30 23 16 46 7 4 5 4 7 12 1 4 90LATE NIT 530 22 16 35 7 4 16 4 7 12 1 4 90NITE 6/0 600 5 10 34 7 4 17 4 7 12 11 4 100MID-DAY 720 8 56 35 7 4 16 4 7 12 11 4 100AM PEAK 930 9 34 31 7 4 14 4 7 12 17 4 100AVERAGE 1545 11 25 35 7 4 16 4 7 12 11 4 100PM PEAK 1800 12 22 37 7 4 9 4 7 12 6 4 90POST PM 2100 18 14 38 7 4 9 4 7 12 5 4 90BAYSIDE 2300 20 16 46 7 4 5 4 7 12 1 4 90EARLY NI 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 FREEWAYS Level of Service Interchange spacing > 2 mi. apart Lanes Divided A B C D E Level of Service 1 Undivided 110 400 790 1,130 1,440 Lanes A B C D E 2 Divided 1,060 1,720 2,500 3,230 3,670 2 1,270 2,110 2,940 3,580 3,980 3 Divided 1,600 2,590 3,740 4,840 5,500 3 1,970 3,260 4,550 5,530 6,150 4 2,660 4,410 6,150 7,480 8,320 STATE TWO-WAY ARTERIALS Class I (>0.00 to 1.99 signalized intersections per mile) 5 3,360 5,560 7,760 9,440 10,480 Level of Service 6 4,050 6,710 9,360 11,390 12,650 Lanes Divided A B C D E 1 Undivided ** 220 720 860 890 Interchange spacing <2 mi. apart 2 Divided 250 1,530 1,810 1,860 *** Level of Service 3 Divided 380 2,330 2,720 2,790 *** Lanes A B C D E 4 Divided 490 3,030 3,460 3,540 *** 2 1,130 1,840 2,660 3,440 3,910 3 1,780 2,890 4,180 5,410 6,150 Class II (2.00 to 4.50 signalized intersections per mile) 4 2,340 3,940 5,700 7,380 8,380 Level of Service 5 3,080 4,990 7,220 9,340 10,620 Lanes Divided A B C D E 6 3,730 6,040 8,740 11,310 12,850 1 Undivided ** 100 590 810 850 2 Divided ** 220 1,360 1,710 1,800 BICYCLE MODE 3 Divided ** 340 2,110 2,570 2,710 4 Divided ** 440 2,790 3,330 3,500 (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 Class III (more than 4.5 signalized intersections per mile and not bicyclists using the facility.) (Multiply motorized vehicle volumes shown below within primary city central business district of an by number of directional roadway lanes to determine maximum service volumes.) urbanized area over 750,000) Paved Shoulder/ Level of Service Level of Service Bicycle Lane Lanes Divided A B C D E Coverage A B C D E 1 Undivided ** ** 280 660 810 0-49% ** ** 170 720 >720 2 Divided ** ** 650 1,510 1,720 50-84% ** 130 210 >210 *** 3 Divided ** ** 1,020 2,330 2,580 85-100% 160 380 >380 *** *** 4 Divided ** ** 1,350 3,070 3,330 PEDESTRIAN MODE Class IV (more than 4.5 signalized intersections per mile and within (Note: Level ofservice for the pedestrian mode in this table is based on roadway primary city central business district of an urbanized area geometrics at 40 mph posted speed and traffic conditions, not the number of over 750,000) pedestrians using the facility.) (Multiply motorized vehicle volumes shown below Level of Service by number of directional roadway lanes to determine maximum service volumes.) Lanes Divided A B C D E 1 Undivided ** ** 270 720 780 Level of Service 2 Divided ** ** 650 1,580 1,660 Sidewalk Coverage A B C D E 3 Divided ** ** 1,000 2,390 2,490 0-49% ** ** ** 330 810 4 Divided ** ** 1,350 3,130 3,250 50-84% ** ** ** 520 990 85-100% ** 120 590 >590 *** NON -STATE ROADWAYS Major City/County Roadways Level of Service BUS MODE (Scheduled Fixed Route) (Note: Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow.) Lanes Divided A B C D E Level of Service (Buses per hour) 1 Undivided ** ** 480 760 810 Sidewalk Coverage A B C D E 2 Divided ** ** 1,120 1,620 1,720 0-84% ** >5 >4 >3 >2 3 Divided ** ** 1,740 2,450 2,580 85-100% >6 >4 >3 >2 >1 Other Signalized Roadways ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS (signalized intersection analysis) (alter corresponding volume by the indicated percent) Level of Service Lanes Divided A B C D E 1 Undivided ** ** 250 530 660 Lanes Median . Left Turns Lanes Adjustment Factors 2 Divided ** ** 580 1,140 1,320 1 Divided Yes +5% 1 Undivided No -20% Source: Florida Department of Transportation 05/17/07 Multi Undivided Yes -5% Systems Planning Office Multi Undivided No -25% 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 ONE WAY FACILITIES http://www.dot.state.fl.usplatining/systenis/sm/los/default.htin Increase corresponding volume by 1.2. * Values shown are hourly directional volumes for levels of service and are for the automobileltmek modes unless specifically stated. To convert to annual average daily traftie volumes, these volumes must be divided by appropriate D and K factors. 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 utile and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. 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 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 applicablefor 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. MUSEUM PARK LEVEL OF SERVICE TABLE CLASSIFICATION TYPE FDOT'S 2002 QUALITY / LEVEL OF SERVICE [I] PERSON TRIP LEVEL OF SERVICE A B C D E A B C D E CLASS 4 ARTERIAL 1 LU 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 Other Signalized Roadways 1 LU 0 0 250 530 660 0 0 0.38 0.80 1.00 2LD 0 0 580 1140 1320 0 0 0.44 0.86 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. " 1 4 M81MI ' pER3-TRiP � r AOOP•; jROADWAY CAPAcny ROADWAI ROADWAY TED QRRIPQI 04A 09HIGOLA. Fv.1,�mnOi, IR 40S nE CAPACITY 1OL1JMtl� 018CAYNE 03;VP € NE 54 STREET NE 46 STRET NO E LS 1181.0 2,8961:02 139' E I8:10 2x96 1,651 N'E48 STREET 1.196 NO E LS 1310 21896 1,49: 5 E. 6 1,8181 0;990 2041 1.195 NE363TREET N6 E ; LS 1,610 2,098 I,33, $0 E 1 1,810 2,690 11801 SS INC39 &'.'BEET NE 0 STRES7 Na E LS ' 7.610 2;696 t,Wi E 1870 2;6961 1,46 NE 29 STREET NE:A STREET NO E LS I 1760 2,800 t,911 l 1 SO E I 1750. 2;600 891 NE20 STREET NE 19 STREET NO E LS 1 1 7602,0001 too S6 E I 1,760 29001 971 NE 19 STREET 'NE 1S STREET N9 E { HS) i 760 2:;600 1,7.51 .E E 1 '1.750 2,800 1.26' NE 15 STREET NE 14STREO NO E H3. -11760 2,0001 1,67,1 S8 a 1780 ,7,600, 911 NO 14 STREET NE:13 STREET NO E HS 2,560 4,061 1.01 88 E 2,560 4,090 911 NE133TREET 1.906 NO E NO 2560 4,096 173'1 S8 I E 2,580 4,096 1,641 1.395 NCOSTREEY NO E HS 3,140 6.024 1j4?7 I SE II E 2,500 4,096 115N 4 NE 6 STREET NE 4, BEET N8 1 E I HS 3,140 5.024 1,89{ SB 1 E 1 8,140 5,024 742 i� NE 3 STREET NE I STREET N9 ' E HS ' 31140 5,024 1,691 SO E A140 5,624 Tog NE 1 STREET SE I STREET NS' E HS 3,140 6,024 1,84, 30 E j 3,140 0,024 861 SEISPREET SE2STRECT N8'E I HS 3,140 5:024 1647, g S8 I! E I. 3,440 5,024 891 SE2STREET SE4STREET N9 I E•iW 1 HS 2A40 6,264 1,907 i a. r NE2AVENUE/9R1CNELL AVENUE i NE 20. STREETNE 19 STREET NO E LS tai 2 E,894 731 $6 10tS 2,8841 $u NE 19 STREET NE 14 STREET N6 E € KS 1,015 2,6041 731 01$ SF# E 1, 26641 $12 11 NE14STREET NE 13 STREET NO E HS 1,605 2,6841 731 SB E i'slej 2,584 5:12 Na 1a STREET 1.395 80 E -1Y7 HS ( 3.07,1 4,9121 1,127 1 1406 NEa STREET SE fIW He 3070 4,0121 971 1 NE 3 STREET NEI STREET 56 E -IW HS 1 3070' 4,9121 671 NE I STREET F1AGLER STREET 39 EA W HS 3 070 • .0:12; 671 i!I FLAGLER STREET 681 STREET 99 B. 071 SP STREET S1W HS 3070 4,912 I i E2 STREET Be 1 E.1W HS 3070i 4;912 671 I S5 2 SMET SE 4 STREET 68 i E -1W HS I 3,7701 6,032 671 r SE 4 STREET SE 8 9,IREET NO E' HS 1 -1 700 2,7201 1,797 d' SS E i 2560 4.066 1,344 aSEB STREET SW i33TREE,i' N© E , HS 1700 2,720 796 9 700 2:720 1.34, 1; SW 13 STREET SW 15 ROAD NO t NS ! 1;700 2,720 BD3 5�3 £ ] 1,700 2,720 '1,476 1C, SW1'6ROAD RICKENBACKER OSWY NO E LS E 1,700 2.'720' 810 II 30 5 1 1.700. 2,7201 1:364 i� ..a C1 90URCE: KEITH AND SCHNAR81 PA, 4 s ' -......................... P604 1 of 5 dO1NNTOYh4T�11pp41.6R1 IlPDATfi ,PERSON+TRIpVOCU1416�AND CAPACITYpCI8TIN000N01TIDNB.IAATg1% 11,187 249 C 920 9201 169 F1 Iw: 751 3,816j 1,596 2218 0,419 30610.89 0, 420 920 2430 243: 7 07 $818' 2,833 983 074.,1 D 89310.60 3210;99 0 E 910 929 920 '9201 189 11 1691 751 I 3„818 2,1721 1644 0569; 0 'E D iI 1028' 0.66 0 920 t 9.20 2431 439' 243j 677 390) 681 3,816 .,Ota 3,107' 2,207 709 16091 0814 0,678 C 67110-117 0 9201 £ 020 248 248 672 3,814' 2.473] l.343 0,640 C Il 1,026 0;65 C. 1102!: EE 1,470.', 623 523 942 4,300 2,391 1,977 0.447 C �. • 071{0:77 19310,96' D ( E 2,2521 1,472 2,252 1072 416. 523 .. 416 1,836 523 949. 5,148 4,2721 2,8"41 3,204 2,.01 1,068 0.513 C 0,7501 D 7.654 OAS D 21252 ,2,2821 416 416 1,836. 5,0.52 1,602 3,390 0320i D SS3 0;80 I I] 1,472 1,47,2 523 528 949 4.272 2,7701 1502E 06481 D 1,442 DA9 D 2,252. 2,252 416 1 416 1,636 5,0521 1,774' 3,270( 0,3511 D 337 0,68 I E - 1,469' 990. 2,420 4421 44 486. 1,043 5,2291 2,949 7750 0.664 0 1,047 8.03 0 2249 960 3,200 $834 53 4% 2,773 G,009i 2,1891 3 620 0.364E D 46& 0.84 E 1,020 980 1,986 078 44 m 1,288 4,784 3,0461 1,772 0,6401 D 1.613 1,752 0.415 0.57 I O D 1,806 -. 1,704: 960 960 2,7881 1 2,666 485 7621 53 44. 538' 2,230 i 796'. 1.670 5,5681 6,762 t,826i 3,140; 3748 3022 0,328) 0 4 0,4641 D um 11:31 D 2,484 1040 3:446 606. 53 I 569 2.B87 � 7,542 1.8461 5690 0:245; 0 1,075 1,724'0.88 0.59 D . 0 - 1,80 706 2.469 9 900 $566 9,446 748 496 44 53 i 792 1,874 i 851 Ef 21095 6,762 7.542 3,215 2927] 3,547 4615' 0.475 D 0.368 D 3,019 OA0 jjj 0 2486 060 3446 2671 611 t 4201 $.310 6,4701 2,433! 8037 0.2871 C i 1,988 051 D 1,70E 960 2,6601 3981 53 1 451. 2,216 6;762 25691 4,2031 0,3761 D 14 2,460 OA7 O 11706 fl00 2694; 677 911 788 1 1,098 71090 3,142 4,548 0.4D0' D �! $,960 2860 Oz 0.47 C 4k 2400 248,1 S80 1,410 3,448 3,926 489, 657 701 83 659 2,887 7401 3,186 0.470 6,0501 11603 31114 607 58.36 0,189] C 03481 0 it 3980 2438 0,21 0:81 i 0 D. `,8,22.4' 3,,94 1,440 1,440 3.668 4,674; 394 1,100 50f 74K 450' 3,216 111801 3.6114 6,9901 9,098 1,494 3,766 7,196 6,132 0.1721 C 0.380, 0 Ij 3,419 0„'24 4 308 1,444 1,745 515 8011 141' 1,805 6,770 1,340 6,424 0.1991 C 24164 0,61 D. 700 1,440 12,220 1871 106 293! 11127 7,244 2,67'3 4,306 0.3!77 D ki 9"@19,( 7941 024 0.78 C 0 1440 ! 2,8601 1,4+10: 2,660 '73' 203 73 1,367 2031 2.877 6.464 0,144 1,278 2,733 5.486 3,411 0.196 ff 044451 0 { 1 3 Y 4 1,59? O;aO I 0 713i Tt3 1983 i 198 $15 3,297 741 2,076 4370; D p 1,687 0.26 = C 713 713. 119; 118 W. 3,297 8361 2,4611 02541 C 1601 Q'40 D 48.0 400 400 f 220p 22 466 3,064 1.0461 2019 0341] D 1089 1,581 Q26 0.40 C D 518. 460 9981 480 8 4 26S 22 110 880 22 460' 3 ,562 9,0643 6271 1,0451 27561 20191 0 2311 C 03411 D '1,887 0?.8 C 11070 4801I 1,650 300i 20 734 1,216 4,y34 1,Ob1 3083 0.254. C 3,334 0,32 D 1;07D 960 ; 2,0301 2841 100 164 1,640 0942 1,962 49801 0203, C 0,073 0.19 C 1,070 960 7 1 2,030 .2m1 436 420 1,610 6,94211 1,359 5583. i 0,1961 C P� 31973 0.19 G 7.130 1,4401 1 2.770]}7} 234 iIt345 21425 7,002' 1.284 5 396 0.767) C 3,073 0.10 C' $82 1,4401 I'm Be. 114 202 1,790 6,904 1.141 6,703 0.1451 C i! 111 f. 3,073, 0',19 C 1,4401 1,4401 1141 114; 11320 0,352 1053 5299 0.108 C 3x97310:99 C 1.31$ 1440 1 2,756 351 1S1 6041 2,254 7;660i 1,4411 8.- 0.168 C 5,004 0.18 D 1"348 2,000 4,226 370 151; 5211 3,705 10.2601 1,4601 8,7981 I 0142 C 1.044 0.82 0, 1,34,6 900 4306 385 1 1641 t 629 1,777. 8;026 2,205 2621 0.439 D 2,2;20 3.46 0 $60 1,020 1 2.480 115 360 i 4781 2014 616821 2.361. 4,231 0,357 D 1 1,608 AAI 0" 6661 060 1,483 2,989 2403 1841 2761 6801 ^300 6,7091 1,794.1 31015 0.314 0 1 637 0.69 0 Selo 1.920 1;483 3,949 119{ 3001 692 117.1 2,778 6,8001 3,064, Ml$ 0.468 D 11 1,874! 031 0 3D61 150 1,463 2,729' 1561 a, 276 5171 2.212 5,4441 1,361 a 088 0.250 C I! 654 0.78 0 300 9001 1,403 ?.729. 26111€ 07 692 87' 1 1,914 5,449{ 2,881 2 68 05293 D 1 1,6881 AID 0.42 C70 D. C -. 906 9011 1 I ! 306 800 t361 221. 138 708 I 22. 2B4 ?,028? 3.024] 1,272 1.932 1 7541 1,0941 O.M1201 D 0096 O 1 N:tTRANPIANIPROJECTS12001I1,6716\TAOLE51111RATRI7CW K4 I ROADWAY FROM 013, CAYNE BLVD NE 54 STREET NE 46 STREEI 1-195 NE 38 STREET NE 29'STREET NE 20 STREET NE 19STREET NE 15 STREET NE 14 STREET NE13 STREET 1.395 NE O'STREET NE 3 STREET NE 1 STREET SEI STREET SE 2 STREET NE 2 AVENUEMR14 NE 20 STREET NE 79 S'T'REET NE 14 STREET NE 13 STREET f-395 N£ 3 STREET NE 1 STREET FLAGLER STRI SE 1 STREET SE 2 STREt_T SE 4 STREET SE B STREET SW 13 STREET SW 15ROAO .... . TABCE21`:d10 DOWNTOWN MIAMI DRI UPDATE. YEAR 2005 PERSON TRIP, CONDITIONS Pa0a l of 7 SOURCE; KEITH AND SGHNARS, PA, N:NTRANPLAMPROJECTS120011167161TABLESII 1MATRIX.WK4 MIAMI ADOP• FACILITY TYPE rtl EXISf1NO' PERSON 09.0 PERSON M CQMMI- YR 2009 TOTAL AKQ E 3J IiER$ON TRIP (Sj� 8KO PERSON (6J INC41 PROD. YR 2068 TOTAL PERSON FUTURE PERSON TRIP 153 � TOTAL/. PROJ AS QF PRW. ' TRIPS E TO DTR= TED LOS EXISTING IJWES AMI AAi1 COUNT DATE TRIP M VOLUME 'TRIP VOLUME. TIED ' PERSON TRIP CAPACITY 70TAk P .PERSON TRIP TRIP VOLUME CAPACITY PERSON TRIPO ~'VK"L' MAX SERVICE VOLUME OREATE THAN 5%. YESMB � .DEV. . ; .TOTAL _ �NO NE.48STRET NO E 4LO AM ,07116% 7598' IfiO3 ti9 1,602 3,950 0.4'% C 56 1,956 3950 0-C 142x, S.6 1 E I 2,833 2,964 163 3,147 3,950 0.797 0 93 3,240 3,950 0,820 D 2.35% j NO { 1+195 NO E 4LD � AM 09112J00 2,172 2,264, 138 2,426 3950 0.694 C 70 2,496 3,950 0,832 C 1.77% NO 1 S8 E 3,107 3273 195 3,468 %m 0:876 0 118 9,664 3,950 0.007 , D 2.94'% NO [j NE 36 STREET N6 E 4LD PM OSf29100 2,2,07 .2;425 325 2,650 1 %VQ 0.6.71 D 380 21830 $,950 0.716 � 0 4,50% I NO SB E I 2,473 2,605' 258 2,861, I 3950 0.724 D 155 9,017 3,950 0.761 0 3.95%, NO j NE 29 NO E ALD" iP$1i08291Q0 2397 2,519' 599 3,436 4,446 0,683 0 240 3.27E i 4,446 0:737 D 5.4076 YES 2,641 2 782 410 3,192 6.676 tk476 C 206 3,400 6,678 0.509 I C 3.11% j NO NE 20 STREET NO E 4LD IPM 05!01101 3204 I 3,356 692 4,038 4,350 0.928 E 300 4,336 1 4,350 0.997 E 6.90% YES S8 C E. I 1.662 7.4 1,1 , 529 2,270 6,592 0.345 D 260 2,530 1 6,582 0.384 0 3,95% NO 1 NE i9 STREET NSI E 4LD Pfd 06103199 2,770" 2,933 773 3,709 4,350 0,952 E 292 4,060 4,350 0,920 E 6.7196 YES SB } E' 1,774 '4.680 596 2476 6,582 0:316 D 254 2.730 8,582 0.315 D 3.86% NO ' NE 15 STREET N8 E j 40 I PM 3 0MV00 2,349 3,107 620 3,727 5.310 0.702 D 315 4,042 5,310 ' 0,761 D 5.93% YES S8 Elj 2,169 2,306 464 2,7m 7,'5,,42 0.370 D 273 31063 7,542 0.406 D 3.62% NO i N£ 14 STREET N8 E 4LD (PM�.0M113!99 3,066 3,249 645 4,004 4.942 0.626 0 240 4.334 ( 4,942 0.677 E 4.86% NO SB E 1,825 1,934 648 2,582 7,174 .360 0 D 208 2,7901 7,174 0.3 89 D 2.90% NO t NE 13 STREET N6 E SLD PM. I _,04113/99 3,140 3,327 1,099 4,426 6,NM 0.650 D 412 4,836 j 8004 0,711 D 6.06% YES SE E 1,646 11956 834 ( 2,790 9,036 0.309 0 356 3,148 9,036 ( 0.349 D 3.96% NO 1.396' NO E &D PM 08/17/09 3;2153400 131$ 4,719 E 6,604 Q,694 D 749 5,408 6804 0.804 D 11.01% YES S6 E 2,927 3,101 990 4,091 9,036 0.453 D 651 4,742 9,036 0,525 07.20x, I YES 1 NE 6'STREET N6 SO j E E 4L 3L AM 05111199 2,433 2,559 21576 1,711 842 1,263 3,420 ! 3,974 9,964 6,904 0.343 0:584 D D 457 760 3.877 4.734 9,964 I 6,604 0.389 D 0.896 D 4599E 11.17% NO ! YES j NE3STREET NO E BLD PM 04/2W01 4342 { 31291 1,138 ! 4,420 7,732 0.573 D 495 4,924 ! 7,732 0.637 D 6.40% YES SBI E 1,603 ! 1,679 861 2,5540 9,964 0.255 C 429 2,969 9.064 0.296 D 4.31% NO NE 1 STREET N6 E OLD PM ,0412501 3,114 301 1,220 ( 4,,481 10,924 0:410 D 532 5,013 10,924 0.459 Q 4.87% NO 1 $0 E 1,494 4,565 920 2,466 10.1m 0.233 C 402 2,947 10,676 0.276 C 4.33% NO SE I STREET NO E OLD PM ,05105'99 3,766 3,990 965 1 4,955 11 j64 0.421 D 390 3,345 11.764 OA54 D 3132% F NR SB E'' 1.346 1.426 [ 734 2.160 7,256 0,108 D 338 2.496 j 7,258 € 0.344 0 4.66% NO ! $F 2 STREET NO E OLD PM -05116199 2,879 3,050 $47 3,597 %176 0.392 D 292 3,68.9 9,176 OA24 D 3.1816 NO s6 E 1,278' 1,354 g 429 L783 6,944 0.237 C 254 2,037 6,944 0.293 [ D i 3166% NO SE4.STREET NO E•20 2LCW IAM OG129199 2,733 2,896 € 179 3,075 7,104 0.433 D :. 91 3;166 I 7<104 OA46 €. D '1.28% NO IKELL AVENUE NE 19 STREET NO E ALU PM 07AWDO 1,221 1.286 636 1 1;922 3,111 0:616 D 360 21282 3,i11 10.734 D 11.57% YES I 56 E 836 881' 524 1,.4103,111 j 0.453 17 312 1,722 3.111 0.554 D I 10.63% YES ! NE 14 STREET N6 E 1 4LU PM' .A710¢5f100 1;045 1.101 647 I 1,748 3,064 [ +x,574 0 397 2,145 3;064 I Q_700 ! D 12,96% YES SB E a I 827 871 iii 597' 1,406 3.405 0.414 D 343 1,753 3,405 10,5751 D 1013.E I YES j HE 13 STREET NB E ALU 1PM 07/06500 1,045 1,101 624 1,625 3,004 0.530 0. $45 1,970 1 3,084 0.643 D 112611. YES SBE t.p51 1,107 447' 7,.554 3,901 0.398 D 299 1,853 3.901 0, .475 D 766% YES III 6395 SB i E•20 3L �AM AM 04Q5501 102 2;055 9 493 2,548 6,709 0390 0 267 2,915 6,709 ! 0.420 D 3.98% NO Il NE3STREET SB E*20 3L : 04125101 1,3.99 1,423 398 1,821 6,709 0,271 -. C 197 2.016 6.709 10.301 D 2.94% NO I NE I STREET SB E*20 3L IAM. '0412FJ01 1,284 1 1,345 439 1,783 7,917 0.225 C 244 2,027 7,917 k 0.256 .0 i 3.08% NO ' FLAGLER STREET SB E•20 3k ]AM .04125101 1,141 ( 1,195 461 1,650 7,328 0226. C 244 1.900 1 7.328 0.259 C 3.33% , NO II Il :ET SE I STREET 56 E+20 34 1 AM 04/25101 1,053 j 1,103 4TR 1477 f 6,832 10.231 C 302 1,879 8.832 I 10.275 C 4.42% NO SE2STREET SB Et20 3L AMS "04125101 1;441 1,509 347 1,856 9,.580 0:194 O SPA 2,036 9,560 0213 + C 7.86% NO SE 4 STREET SB E+20 j Ilii! 4L AM I 04/25/01 1,490 I 1,529 713 2,242 i 1206 0.177 C 441 2,683 12.666 0312 j C 1 3,48% NO jE SEBSTREET NO E' 2L PM 06129199 2205 2438 865 I 3201 8A74 0.494 D 618 3.'819 6.474 0.590 � D � 9,55% YES 58 E 3L i 2,351 2,441 1,153 3,644 6,578 0,554 D 717 4,356 6,570 10,662 j D 10,82% YES SW 13 STREET NO E 4LD PM1 0525149 1;794 1,901 486 2,397 5,705 4416 D 345 2,732 5 705 ' 0,479 j D 6.11% I YES S6 E 3,054 3.236 613 i' 3,879 6,665 0.582 D 397 k 4276 6.665 10.6421 D 5.95% YES SW 15. ROAD NB E 4LD ! PM. 06019/99 1,361 ,442" 181 1.623 5,457 0,297. D 96 € t 1.721 5.457 jj 14.315 I 0 1.80% j NO RICKEN13ACKERCSWY 5.6 N6 E E 4LD PM 06/29199 � 2,881 1272. 3:053 1.348. 225 174' 3278 10522 5,457 3,034 0.801 0,502 ( 0 D 112 96 � 3,390 1,520 5,457 { 3,034 10.621 l D 0.534 D 2,05% 3,23% NO 1 NO SO E 1,932 1 2,047 215 2,282 3,934 0.746 D 112 2,874 Jf1 3 034 1 0 7112 D jj 3.69% NO Pa0a l of 7 SOURCE; KEITH AND SGHNARS, PA, N:NTRANPLAMPROJECTS120011167161TABLESII 1MATRIX.WK4 Appendix D Intersection Capacity Analysis Worksheets BI ­y.. Boulevard IN E 13 Street NB L NB T NB R SB L SB T SB R EB L EB T EB R WBL WB T WBR Blecayno Baulwerd INE 12 Street NO L NB T NB R SB L SB T SB R EB L EB T EB R WBL WBT WBR Blsceyne Boulwmd I NE 11 Terrine NB L NB T NB R SB L SB T SB R EB L EB T EB R WBL WBT WBR Biscayne Boulevard I NE 11 Streal NB L NBT NB R SB L ..T SB R EB L EB T EB R WBL WBT WBR Biweyne Boulevard I NE a Street NB L NB T NB R SB L SB T SB R EB L EB T EB R WBL WBT WBR Biscayne Boulwanll NE 6 Street N8 L NB T NB R SBL SB T SBR FB L FB T EB R WBL WBT WBR Biscayne Bouteaerd I NE 0 Street NB L NB T NB R SB L SB T SBR EB L FB T EB R WBL WBT WBR Museum Park (MAM) PM Peak Hour Fulure w/o Peak Season Prclecl MMI(rAZ 511) Vol— vol m IN OUT 7 1B TOTAL 25 0 2 0 0 1 0 0 0 0 1 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 3 0 2 0 0 0 0 0 0 0 0 0 5 0 2 0 0 2 0 7 6 6 0 2 0 0 6 1 i 0 0 0 0 0 0 2 0 0 6 1 0 0 0 0 0 0 0 2 0 0 6 0 0 0 0 0 0 0 W;10610816ZW,xmNnlersac6me re de Existing Conditions HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 13 St & Biscayne Blvd Agency: Area Type: All other areas (=-'-t e: Jurisd: ,riod: PM Peak Period Year Existing (2008) Project ID: Miami Art Museum - #08162 E/W St: NE 13 Street NIS St: Biscayne Boulevard ---------SIGNALIZED INTERSECTION SUMMARY ------------------------- Eastbound Westbound Northbound Southbound 1 L T R I L T R 1 L T R I L T R 1 ------------ 1 --- ---- ------ 1 ------------ --------- No. Lanes 0 LGConfig 1 Volume 1 Lane Width RTOR Vol 1 0 0 1 1 2 1 1 1 2 0 1 0 3 0 LT 586 1 L LT R 1 L T I TR R 262 1400 90 115 198 1185 1 810 10 Northbound 112.0 12.0 12.0 112.0 12.0 1 12.0 L 580 1 12 1 4.6 0 Duration 0.25 Area Type: All other areas ------- Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 1 NB Left A A Thru 1 Thru A A Right 1 Right Peds 1 Peds WB Left A 1 SB Left Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right een 19.0 76.0 7.0 Yellow 4.0 4.0 3.0 All Red 1.0 1.0 0.0 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 Westbound L 292 1770 1.41 0.17 252.1 F LT 586 3547 0.16 0.17 41.3 D 183.9 F R 262 1583 0.40 0.17 44.0 D Northbound L 580 1770 0.17 0.79 4.6 A T 2714 3547 0.45 0.77 5.0 A 4.9 A Southbound TR 3347 5065 0.25 0.66 8.0 A 8.0 A Intersection Delay = 45.2 (sec/veh) Intersection LOS = D Two -Way Stop Control Page 1 of 1 roach LOS Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 11/14/2008 1:31 PM file://C:\Documents and Settings\RitaC\Local Settings\Temp\u2k1231.tmp 11/14/2008 TWO-WAY STOP CONTROL SUMMARY General Information Site Information I st DPA Intersection Biscayne Blvd & NE 12 St enc /Co. Jurisdiction Date Performed 10/28/2008 Analysis Year 2008 Analysis Time Period PM Peak Period Project Description Miami Art Museum - #08162 East/West Street: NE 12 Street TN _o Street: Biscayne Boulevard Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 1352 894 362 Peak -Hour Factor, PHF 0.82 0.95 0.82 0.82 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 1423 0 0 941 381 Percent Heavy Vehicles 0 -- -- 0 1 -- Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R )me veh/h teak -Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR veh/h 0 0 0 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 0 0 0 0 0 Configuration Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration (veh/h) C (m) (veh/h) /c 95% queue length Control Delay (s/veh) LOS pproach Delay (s/veh) -- -- roach LOS Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 11/14/2008 1:31 PM file://C:\Documents and Settings\RitaC\Local Settings\Temp\u2k1231.tmp 11/14/2008 HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 Terr & Biscayne Blvd Agency: Area Type: All other areas te: Jurisd: riod: PM Peak Period Year Existing (2008) Project ID: Miami Art Museum - #08162 E/W St: NE 11 Terrace NIS St: Biscayne Boulevard --SIGNALIZED INTERSECTION SUMMARY ---------------------------------- Eastbound Westbound Northbound ( Southbound L T R 1 L T R 1 L T R 1 L T R No. Lanes 2 LGConfig 1 L Volume 1291 Lane Width 112.0 RTOR Vol 1 0 1 1 0 0 0 1 0 3 1 0 3 0 R 1 T R I T 45 1 1100 407 844 12.0 1 1 12.0 12.0 1 12.0 5 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 A 1 NB Left Thru 1 Thru A Right A A 1 Right A Peds 1 Peds WB Left 1 SB Left Thru 1 Thru A Right 1 Right Peds 1 Peds NB Right A A 1 EB Right Right 1 WB Right ween 38.0 10.0 54.0 Yellow 4.0 3.0 4.0 All Red 1.0 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 L 1584 3437 0.19 0.46 18.4 B 18.3 B R 730 1583 0.06 0.46 17.2 B Westbound Northbound T 2383 5074 0.49 0.47 21.1 R 1583 1583 0.27 1.00 0.1 Southbound T 2383 5074 0.37 0.47 19.7 Intersection Delay = 17.1 (sec/veh) C 15.4 B A B 19.7 B Intersection LOS = B HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 St & Biscayne Blvd Agency: Area Type: All other areas _�,e: Jurisd: .riod: PM Peak Period Year Existing (2008) Project ID: Miami Art Museum - #08162 E/W St: NE 11 Street NIS St: Biscayne Boulevard _SIGNALIZED INTERSECTION SUMMARY ----------------------------------- Eastbound Westbound I Northbound Southbound 1 L T R I L T R i L T R I L T R No. Lanes 1 0 0 0 1 0 0 0 1 3 0 1 0 3 0 LGConfig I LR I I L T I TR Volume 15 9 I 173 1645 ( 972 17 Lane Width 1 12.0 I 112.0 12.0 1 12.0 RTOR Vol ( 0 1 1 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 A Thru A 1 Thru A A Right A 1 Right A A Peds 1 Peds WB Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right _ween 15.0 15.0 55.0 10.0 Yellow 4.0 4.0 4.0 3.0 All Red 2.0 2.0 1.0 0.0 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 LR 217 1667 0.07 0.13 44.0 D 44.0 D Westbound Northbound L 419 1770 0.19 0.63 16.7 B T 3089 5074 0.59 0.61 14.0 B 14.1 B Southbound TR 2420 5061 0.45 0.48 20.1 C 20.1 C Intersection Delay = 16.4 (sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 8 St & Biscayne Blvd Agency: Area Type: All other areas "Ie: Jurisd: ,riod: PM Peak Period Year Existing (2008) Project ID: Miami Art Museum - ##08162 E/W St: NE 8 Street NIS St: Biscayne Boulevard -------------------- -SIGNALIZED 1 Eastbound INTERSECTION SUMMARY --------------- ( Westbound I Northbound L 258 Southbound 0.23 1 L T R 1 L T R i L T R ( L T R No . Lanes 1 -------------1 ( 1 1 0 ------------- 1 1 1 0 -- --- 1 -------- 3 0 1 ------------ 1 1 3 0 LGConfig 1 L TR I L TR I L TR I L TR Volume 154 22 13 113 24 49 126 1454 37 157 829 32 Lane Width 112.0 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 A 1 NB Left A A Thru A 1 Thru A A Right A 1 Right A A Peds 1 Peds WB Left A A 1 SB Left A Thru A i Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right ,.een 5.0 12.0 60.0 7.0 Yellow 3.0 4.0 4.0 3.0 All Red 0.0 1.0 1.0 0.0 Cycle Length: 100.0 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 32.0 C L 258 1770 0.23 TR 211 1760 0.18 Westbound 0.22 30.7 L 295 1770 0.05 TR 201 1674 0.40 Northbound D 0.75 L 529 1770 0.05 TR 3640 5055 0.45 Southbound 5.9 A L 132 220 0.48 TR 3028 5046 0.31 Intersection Delay = 9.5 0.22 32.0 C 0.12 40.0 D 35.1 D 0.22 30.7 C 0.12 42.0 D 40.3 D 0.75 5.3 A 0.72 5.9 A 5.9 A 0.60 13.9 B 0.60 9.9 A 10.2 B (sec/veh) Intersection LOS = A HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 6 St & Biscayne Blvd Agency: Area Type: All other areas "ate: Jurisd: r-'riod: PM Peak Period Year Existing (2008) eroject ID: Miami Art Museum - ##08162 E/W St: NE 6 Street NIS St: Biscayne Boulevard __-___--_----___-__SIGNALIZED INTERSECTION SUMMARY ------------------- Eastbound Westbound Northbound Southbound 1 1 L T R I L T R 1 L T R 1 L T R 1 1 ------------ 1 ------------ 1 ------ - --- --- ------------ No . Lanes 0 0 0 1 3 0 2 4 0 0 4 0 LGConfig 1 1 L TR 1 L T TR Volume 192 638 135 1212 1389 773 125 Lane Width 1 112.0 12.0 112.0 12.0 1 12.0 1 RTOR Vol 1 1 0 1 1 0 1 Duration 0.25 Area Type: All other areas _Signal Operations ------------------ ---------------------------- Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 1 NB Left A A Thru 1 Thru A A Right 1 Right Peds 1 Peds WB Left A 1 SB Left Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right 't Right 1 WB Right een 35.0 37.0 12.0 Yellow 4.0 4.0 4.0 All Red 2.0 1.0 1.0 Cycle Length: 100.0 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 Westbound L 619 1770 0.16 0.35 22.5 TR 1729 4941 0.49 0.35 25.7 Northbound L 1039 3437 0.22 0.57 15.2 T 3653 6765 0.41 0.54 13.7 Southbound TR 2451 6624 0.40 0.37 23.4 Intersection Delay = 19.4 (sec/veh) C C 25.3 C B B 13.9 B C 23.4 C Intersection LOS = B HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 5 St & Biscayne Blvd Agency: Area Type: All other areas te: Jurisd: �riod: PM Peak Period Year Existing (2008) Project ID: Miami Art Museum - #08162 E/W St: NE 5 Street NIS St: Biscayne Boulevard No. Lanes LGConf ig Volume Lane Width RTOR Vol --SIGNALIZED INTERSECTION SUMMARY --------- --------------------- Eastbound Westbound Northbound Southbound L T R I L T R 1 L T R L T R 1 0 3 1 0 0 0 0 4 0 1 2 4 0 1 LT R 1 I TR I L T 1 1180 84 76 1 1 1313 40 191 692 1 12.0 12.0 1 1 12.0 112.0 12.0 1 8 I 1 0 1 Duration 0.25 Lane Area Type: All other areas Group Grp Capacity Eastbound - ___-__Signal Operations_______ 1472 -6 Phase Combination 1 2 3 4 1 5 7 8 EB Left A 1 NB Left Thru A 1 Thru A Right A 1 Right A Peds 1 Peds WB Left ( SB Left A A Thru 1 Thru A A Right 1 Right Peds 1 Peds NB Right 1 EB Right Right 1 WB Right .een 30.0 42.0 16.0 Yellow 4.0 4.0 4.0 All Red 0.0 0.0 0.0 Appr/ Lane Lane Group Grp Capacity Eastbound - LT 1472 R 475 Westbound Northbound Cycle Length: 100.0 _Intersection Performance Summary___-_ Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 4907 0.19 0.30 26.1 C 26.0 C 1583 0.15 0.30 25.8 C TR 2829 6735 0.51 0.42 21.6 Southbound L 1230 3437 0.08 0.64 12.6 T 4194 6765 0.18 0.62 8.1 Intersection Delay = 18.1 (sec/veh) C 21.6 C B A 8.7 A Intersection LOS = B secs Future without Project HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 13 St & Biscayne Blvd Agency: Area Type: All other areas j 't e: Jurisd: �fiod: PM Peak Period Year Fut wo Proj (2012) Project ID: Miami Art Museum - #08162 E/W St: NE 13 Street NIS St: Biscayne Boulevard SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound 1 L T R i L T R I L T R I L T R 1 ------------1 ------------ 1 -------------- 1 ------------ No . Lanes 0 0 0 1 1 2 1 1 1 2 0 1 0 3 0 LGConfig ( 1 L LT R I L T I TR Volume ( 1621 131 124 1106 1438 1 1024 11 Lane Width 1 112.0 12.0 12.0 112.0 12.0 1 12.0 1 RTOR Vol 1 ( 12 1 1 0 1 Duration 0.25 Area Type: All other areas --Signal Operations ------------------------------------------------ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 1 NB Left A A Thru 1 Thru A A Right 1 Right Peds 1 Peds WB Left A 1 SB Left Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right een 19.0 76.0 7.0 Yellow 4.0 4.0 3.0 All Red 1.0 1.0 0.0 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 Westbound L 292 1770 2.19 0.17 595.4 F LT 586 3547 0.23 0.17 41.9 D R 262 1583 0.44 0.17 44.4 D Northbound L 490 1770 0.22 0.79 6.0 A T 2714 3547 0.55 0.77 5.7 A Southbound TR 3348 5066 0.32 0.66 8.4 Intersection Delay = 115.5 (sec/veh) i 440.2 F 5.7 A A 8.4 A Intersection LOS = F Two -Way Stop Control Page 1 of 1 )roach LOS k.—Ijyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 11/14/2008 1:37 PM file://C:\Documents and Settings\RitaC\Local Settings\Temp\u2kl3BE.tmp 11/14/2008 TWO-WAY STOP CONTROL SUMMARY General Information Site Information I st DPA Intersection Bisca ne Blvd & NE 12 St JAnc /Co. Jurisdiction Date Performed 10/28/2008 Analysis Year Fut wo Pro' 2012 Analysis Time Period PM Peak Period Project Description Miami Art Museum - #08162 East/West Street: NE 12 Street North/South Street: Biscayne Boulevard Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 1619 1303 392 Peak -Hour Factor, PHF 0.82 0.95 0.82 0.82 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 1704 0 0 1371 412 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R ime veh/h -ak-Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR veh/h 0 0 0 0 0 0 Heavy Vehicles 0 0 0 0 0 0 Percent. ercent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration (veh/h) C (m) (veh/h) /c 95%queue length Control Delay (s/veh) LOS pproach Delay (s/veh) -- -- )roach LOS k.—Ijyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 11/14/2008 1:37 PM file://C:\Documents and Settings\RitaC\Local Settings\Temp\u2kl3BE.tmp 11/14/2008 HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 Terr & Biscayne Blvd Agency: Area Type: All other areas te: Jurisd: ��iod: PM Peak Period Year Fut wo Proj (2012) Project ID: Miami Art Museum - #08162 E/W St: NE 11 Terrace NIS St: Biscayne Boulevard __SIGNALIZED INTERSECTION SUMMARY___________ - I Eastbound Westbound ( Northbound I Southbound L T R I L T R I L T R I L T R I I 1 I No. Lanes 2 0 1 0 0 0 0 3 1 0 3 LGConfig I L R I I T R T Volume 1315 79 1I 1347 639 ( 1249 Lane Width 112.0 12.0 I 12.0 12.0 ( 12.0 RTOR Vol 8 ( 64 Duration 0.25 Area Type: All other areas --------------- __-_-_-__Signal Operations ------------------- Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A A I NB Left Thru I Thru A Right A A I Right A Peds I Peds WB Left I SB Left Thru I Thru A Right Right Peds Peds NB Right A A EB Right Right WB Right een 38.0 10.0 54.0 Yellow 4.0 3.0 4.0 All Red 1.0 0.0 1.0 Appr/ Lane Lane Group Grp Capacity Cycle Length: 115.0 ___Intersection Performance Summary-_-_____ Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Eastbound L 1584 3437 0.21 0.46 18.6 B R 730 1583 0.10 0.46 17.6 B Westbound Northbound 18.4 B T 2383 5074 0.60 0.47 22.9 C 16.1 B R 1583 1583 0.38 1.00 0.2 A Southbound T 2383 5074 0.55 0.47 22.1 C 22.1 C Intersection Delay = 18.4 (sec/veh) Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 St & Biscayne Blvd Agency: Area Type: All other areas te: Jurisd: ,'iod: PM Peak Period Year Fut wo Proj (2012) Project ID: Miami Art Museum - #08162 E/W St: NE 11 Street NIS St: Biscayne Boulevard __SIGNALIZED INTERSECTION SUMMARY_-_-_________ Eastbound Westbound Northbound Southbound L T R 1 L T R i L T R i L T R 1 ------------- -------- ----- I -------------1---------- No . Lanes 1 0 1 0 1 1 1 0 1 1 3 0 1 0 3 0 LGConfig ( LTR I L TR I L TR 1 TR Volume 15 4 10 115 13 9 1127 2135 11 1 1376 41 Lane Width 1 12.0 112.0 12.0 112.0 12.0 1 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 A Thru A 1 Thru A A Right A 1 Right A A Peds 1 Peds WB Left A 1 SB Left A .Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right ( WB Right .'een 15.0 15.0 55.0 10.0 Yellow 4.0 4.0 4.0 3.0 All Red 2.0 2.0 1.0 0.0 Appr/ Lane Grp Cycle Length: 115.0 __Intersection Performance Summary___-_ Lane Adj Sat Ratios Lane Group Approach - Group Flow Rate ------- Capacity _____Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 223 1710 0.09 0.13 44.2 Westbound L 235 1805 0.07 0.13 44.0 TR 232 1781 0.10 0.13 44.3 Northbound L 325 1770 0.43 0.63 34.9 TR 3087 5071 0.76 0.61 17.6 Southbound TR 2416 5052 0.64 0.48 23.2 Intersection Delay = 20.7 (sec/veh) D 44.2 D D D 44.2 D C B 18.6 B C 23.2 C Intersection LOS = C secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 8 St & Biscayne Blvd Agency: Area Type: All other areas "Rte: Jurisd: �ciod: PM Peak Period Year Fut wo Proj (2012) eroject ID: Miami Art Museum - #08162 E/W St: NE 8 Street NIS St: Biscayne Boulevard No. Lanes LGConfig Volume Lane Width RTOR Vol __SIGNALIZED -Eastbound INTERSECTION SUMMARY____________ Westbound Northbound 0.26 I Southbound 1 L T R 1 L T R ( L T R I L T R ------------ 1 1 0 -------------- ( 1 1 0 ----------- 1 1 3 0 1 ------------- 1 1 3 0 1 L TR 1 L TR I L TR 1 L TR 1 60 24 22 114 26 53 150 1973 40 162 1292 36 1 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas ___-__Signal Operations ---------------- ------------------- Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A 1 NB Left A A Thru A 1 Thru A A Right A 1 Right A A Peds 1 Peds WB Left A A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right 1 een 5.0 12.0 60.0 7.0 Yellow 3.0 4.0 4.0 3.0 All Red 0.0 1.0 1.0 0.0 Cycle Length: 100.0 _ __Intersection Performance Summary___-_ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate__ _ _____ _________ Grp Capacity (s) v/c TI - Delay LOS Delay LOS ---------------------- Eastbound L 253 1770 0.26 0.22 32.3 TR 207 1729 0.24 0.12 40.5 Westbound L 285 1770 0.05 0.22 30.8 TR 201 1676 0.43 0.12 42.3 Northbound L 381 1770 0.14 0.75 9.4 TR 3642 5059 0.61 0.72 7.3 Southbound L 74 124 0.92 0.60 95.1 TR 3032 5053 0.48 0.60 11.4 Intersection Delay = 11.9 (sec/veh) C D 35.8 D C D 40.6 D A A 7.3 A F B 15.1 B Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 6 St & Biscayne Blvd Agency: Area Type: All other areas ^ate: Jurisd: �-_-riod: PM Peak Period Year Fut wo Proj (2012) rroject ID: Miami Art Museum - ##08162 E/W St: NE 6 Street NIS St: Biscayne Boulevard No. Lanes LGConfig Volume Lane Width RTOR Vol __SIGNALIZED INTERSECTION SUMMARY____________ _ Eastbound I Westbound I Northbound I Southbound L T R 1 L T R I L T R I L T R I 1 3 0 1 -------------- 1 2 1 ----------- 0 4 0 •--------- ------------- 0 0 1 1 4 0 1 1 L TR I L T I TR 1100 691 146 1259 1925 1 1182 192 112.0 12.0 112.0 12.0 1 12.0 1 0 1 I 0 Duration 0.25 1770 Area Type: All other areas 22.6 C TR 1729 ___-__Signa 1 Operations 0.53 0.35 26.2 Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 1 NB Left A A Thru 18.7 B 1 Thru A A Right 0.54 15.5 1 Right B Southbound Peds 1 Peds WB Left A 0.61 1 SB Left 26.1 C 26.1 Thru A Delay 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right een 35.0 37.0 12.0 Yellow 4.0 4.0 4.0 All Red 2.0 1.0 1.0 Appr/ Lane Lane Group Grp Capacity Eastbound Westbound Cycle Length: 100.0 __Intersection Performance Summary___-_ Adj Sat Ratios Lane Group Approach Flow Rate_ ----__-- (s) v/c g/C Delay LOS Delay LOS L 619 1770 0.18 0.35 22.6 C TR 1729 4941 0.53 0.35 26.2 C 25.8 C Northbound L 1165 3437 0.24 0.57 18.7 B T 3653 6765 0.57 0.54 15.5 B 15.9 B Southbound TR 2451 6624 0.61 0.37 26.1 C 26.1 C Intersection Delay = 21.1 (sec/veh) Intersection LOS = C secs Duration 0.25 HCS+: Signalized Intersections Release 5.21 Analyst: DPA Grp Inter.: NE 5 St & Biscayne Blvd Agency: ------Signal Area Type: All other areas i te: Phase Combination Jurisd: 2 3 �riod: PM Peak Period Year Fut wo Proj (2012) Project ID: Miami Art Museum - #08162 E/W St: NE 5 Street NIS St: Biscayne Boulevard - -_SIGNALIZED INTERSECTION SUMMARY____________ -Eastbound 1 Thru 1 Westbound Northbound A I Southbound L T R 1 L T R 1 L T R Peds I L T R No . Lanes L- -------------- 0 0 0 1 1 0 3 1 ( ------------ 1 0 4 0 ---------- 1 2 4 0 LGConfig 1 LT R 1 Thru TR I L T Volume 1224 91 101 1 A 1843 43 199 1095 Lane Width 1 12.0 12.0 1 1 12.0 Peds 112.0 12.0 RTOR Vol 1 8 ( 1 0 1 Duration 0.25 Lane Area Type: All other areas Grp Capacity ------------------ Eastbound ------Signal Operations ------------------- R 475 Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NB Left Thru A 1 Thru A Right A 1 Right A Peds 1 Peds WB Left 1 SB Left A A Thru 1 Thru A A Right 1 Right Peds 1 Peds NB Right 1 EB Right Right 1 WB Right .een 30.0 42.0 16.0 Yellow 4.0 4.0 4.0 All Red 0.0 0.0 0.0 Appr/ Lane Lane Group Grp Capacity Eastbound LT 1470 R 475 Westbound Northbound Cycle Length: 100.0 secs --Intersection Performance Summary-__-_ Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 4900 0.23 0.30 26.4 C 26.4 C 1583 0.21 0.30 26.4 C TR 2832 6742 0.72 0.42 24.9 Southbound L 1402 3437 0.08 0.64 17.5 T 4194 6765 0.28 0.62 8.8 Intersection Delay = 19.8 (sec/veh) C 24.9 C B A 9.5 A Intersection LOS = B Future with Project HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 13 St & Biscayne Blvd Agency: Area Type: All other areas e: Jurisd: riod: PM Peak Period w/ Imp Year Fut w Proj (2012) Project ID: Miami Art Museum - #08162 E/W St: NE 13 Street NIS St: Biscayne Boulevard No. Lanes LGConfig Volume Lane Width RTOR Vol INTERSECTION SUMMARY_____________ Eastbound Westbound 1 Northbound Southbound L T R i L T R 1 L T R I L T R 0 0 0 1 2 1 1 2 0 0 3 0 L LT R I L T I TR 1622 131 124 1106 1440 I 1025 11 112.0 12.0 12.0 112.0 12.0 I 12.0 I 12 1 1 0 Duration 0.25 1770 Area Type: All other areas 76.9 E ---------------- LT 1265 ------ Signal Operations -------------------- 0.36 24.8 Phase Combination 1 2 3 4 1 5 6 7 8 EB Left C i NB Left A A Thru I Thru A A Right 0.60 20.6 1 Right T 2036 Peds 0.73 0.57 I Peds B 19.4 B WB Left A I SB Left A Thru A 5066 I Thru A 20.0- Right A Intersection I Right A (sec/veh) Peds LOS = C 1 Peds NB Right 1 EB Right Right I WB Right .:een 41.0 55.0 6.0 Yellow 4.0 4.0 3.0 All Red 1.0 1.0 0.0 Appr/ Lane Lane Group Grp Capacity Eastbound Westbound Cycle Length: 115.0 __Intersection Performance Summary______ __ Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS L 631 1770 1.02 0.36 76.9 E LT 1265 3547 0.11 0.36 24.8 C 62.4 E R 564 1583 0.20 0.36 25.9 C Northbound L 364 1770 0.30 0.60 20.6 C T 2036 3547 0.73 0.57 19.3 B 19.4 B Southbound TR 2423 5066 0.44 0.48 20.0- B 20.0- B Intersection Delay = 30.3 (sec/veh) Intersection LOS = C secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 13 St & Biscayne Blvd Agency: Area Type: All other areas 'te: Jurisd: r iod: PM Peak Period Year Fut w Proj (2012) Project ID: Miami Art Museum - ##08162 E/W St: NE 13 Street NIS St: Biscayne Boulevard No. Lanes LGConfig Volume Lane Width RTOR Vol _-SIGNALIZED INTERSECTION SUMMARY____ Area Type: All other areas Eastbound Westbound Northbound 1 -Southbound L T R i L T R I L T R I L T R 2 3 4 1 1 ---------- 1 1 6 7 8 1 ------------ 0 0 0 -------- ----- 1 1 2 1 --- 2 0 ---------- 0 3 0 A 1 L LT R I L T TR A 1622 131 124 1106 1440 1 1025 11 1 Right 112.0 12.0 12.0 112.0 12.0 1 12.0 1 12 1 1 0 Duration 0.25 1770 Area Type: All other areas 0.17 596.9 F ------ 3547 -----Signal Operations -------------------- 0.17 41.9 D Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 1 NB Left A A Thru 0.79 6.0 A 1 Thru A A Right 5.7 A 1 Right Peds 1 Peds WB Left A 1 SB Left Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right -een 19.0 76.0 7.0 Yellow 4.0 4.0 3.0 All Red 1.0 1.0 0.0 Appr/ Lane Lane Group Grp Capacity Eastbound Westbound Cycle Length: 115.0 __Intersection Performance Summary---___ -- Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS L 292 1770 2.20 0.17 596.9 F LT 586 3547 0.23 0.17 41.9 D R 262 1583 0.44 0.17 44.4 D Northbound L 490 1770 0.22 0.79 6.0 A T 2714 3547 0.55 0.77 5.7 A Southbound TR 3348 5066 0.32 0.66 8.4 Intersection Delay = 115.8 (sec/veh) 441.5 F 5.7 A A 8.4 A Intersection LOS = F secs Two -Way Stop Control Page 1 of 1 roach LOS I-- I -- Upyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 11/14/2008 1:45 PM file://C:\Documents and Settings\RitaC\Local Settings\Temp\u2k144A.tmp 11/14/2008 TWO-WAY STOP CONTROL SUMMARY General Information Site Information y st DPA Intersection Biscayne Blvd & NE 12 St _ enc /Co, Jurisdiction Date Performed 10/28/2008 Analysis Year Fut w Pro" 2012 [Analysis Time Period PM Peak Period Project Description Miami Art Museum - #08162 East[West Street: NE 12 Street North/South Street: Biscayne Boulevard Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 1620 1305 392 Peak -Hour Factor, PHF 0.82 0.95 0.82 0.82 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 1705 0 0 1373 412 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Ime veh/h >�ak-Hour Factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 Hourly Flow Rate, HFR veh/h 0 0 0 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 0 0 0 0 0 Configuration Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration (veh/h) C (m) (veh/h) /c 95% queue length Control Delay (s/veh) LOS pproach Delay (s/veh) -- -- roach LOS I-- I -- Upyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 11/14/2008 1:45 PM file://C:\Documents and Settings\RitaC\Local Settings\Temp\u2k144A.tmp 11/14/2008 HCS+:Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 Terr & Biscayne Blvd Agency: Area Type: All other areas e: Jurisd: riod: PM Peak Period Year Fut w Proj (2012) Project ID: Miami Art Museum - ##08162 E/W St: NE 11 Terrace NIS St: Biscayne Boulevard ______SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound Northbound Southbound L T R I L T R I L T R 1 L T R No. Lanes 1 2 0 1 1 0 0 0 1 0 3 1 1 0 3 0 LGConfig I L R I I T R I T Volume 1315 80 1 1 1349 641 1 1251 Lane Width 112.0 12.0 1 1 12.0 12.0 1 12.0 RTOR Vol 1 8 1 0 Duration 0.25 Area Type: All other areas ------Signal 1 Operation s ------ ------------------- Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A 1 NB Left Thru 1 Thru A Right A A 1 Right A Peds 1 Peds WB Left 1 SB Left Thru 1 Thru A Right 1 Right Peds 1 Peds NB Right A A 1 EB Right Right 1 WB Right ,een 38.0 10.0 54.0 Yellow 4.0 3.0 4.0 All Red 1.0 0.0 1.0 Appr/ Lane Lane Group Grp Capacity Eastbound L 1584 R 730 Westbound Cycle Length: 115.0 ___Intersection Performance Summary_____________ Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 3437 0.21 0.46 18.6 B 18.4 B 1583 0.10 0.46 17.6 B Northbound T 2383 5074 0.60 0.47 22.9 R 1583 1583 0.43 1.00 0.2 Southbound T 2383 5074 0.55 0.47 22.1 Intersection Delay = 18.1 (sec/veh) C 15.6 B A C 22.1 C Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 St & Biscayne Blvd Agency: Area Type: All other areas ate: Jurisd: riod: PM Peak Period Year Fut w Proj (2012) Project ID: Miami Art Museum - ##08162 E/W St: NE 11 Street NIS St: Biscayne Boulevard No. Lanes LGConf ig Volume Lane Width RTOR Vol 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 A Thru A 1 Thru A A Right A 1 Right A A Peds i Peds WB Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right _een 15.0 15.0 55.0 10.0 Yellow 4.0 4.0 4.0 3.0 All Red 2.0 2.0 1.0 0.0 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 226 1734 0.10 0.13 44.3 D 44.3 D Westbound L 235 1805 0.10 0.13 44.3 D TR 232 1781 0.16 0.13 44.7 D 44.5 D Northbound L 325 1770 0.43 0.63 35.0- C TR 3085 5069 0.77 0.61 17.7 B 18.7 B Southbound TR 2416 5052 0.65 0.48 23.2 C 23.2 C Intersection Delay = 20.9 (sec/veh) Intersection LOS = C INTERSECTION SUMMARY____ -Southbound Eastbound Westbound Northbound 1 L T R I L T R 1 L T R I L T R 0 3 0 0 1 0 1 1 1 0 1 3 0 LTR I L TR I L TR TR 5 6 10 122 19 14 1127 2135 17 1 1378 41 12.0 112.0 12.0 112.0 12.0 1 12.0 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 A Thru A 1 Thru A A Right A 1 Right A A Peds i Peds WB Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right _een 15.0 15.0 55.0 10.0 Yellow 4.0 4.0 4.0 3.0 All Red 2.0 2.0 1.0 0.0 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 226 1734 0.10 0.13 44.3 D 44.3 D Westbound L 235 1805 0.10 0.13 44.3 D TR 232 1781 0.16 0.13 44.7 D 44.5 D Northbound L 325 1770 0.43 0.63 35.0- C TR 3085 5069 0.77 0.61 17.7 B 18.7 B Southbound TR 2416 5052 0.65 0.48 23.2 C 23.2 C Intersection Delay = 20.9 (sec/veh) Intersection LOS = C Duration 0.25 Area Type: All other areas ----- _Signal Operations ------------------- ------------------- Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A 1 NB Left A A Thru A 1 Thru A A Right A 1 Right A A Peds ( Peds WB Left A A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right :,,en 5.0 12.0 60.0 7.0 Yellow 3.0 4.0 4.0 3.0 All Red 0.0 1.0 1.0 0.0 Cycle Length: 100.0 --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 L 253 HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 8 St & Biscayne Blvd Agency: 0.12 Area Type: All other areas Vie: Jurisd: Aod: PM Peak Period Year Fut w Proj (2012) 'Project ID: Miami Art Museum - ##08162 0.43 E/W St: NE 8 Street NIS St: Biscayne Boulevard _SIGNALIZED INTERSECTION SUMMARY L 379 1770 Eastbound Westbound Northbound I Southbound TR 3642 i L T R 1 -------------1 I L T R I L T R 1 I L T R 1 No. Lanes 1 1 0 ------------ 1 1 1 0 ------------- 1 1 3 0 - ------- --- 1 1 3 0 LGConfig I L TR 0.60 I L TR I L TR 5053 I L TR Volume 161 24 22 Intersection 114 26 53 150 1976 40 (sec/veh) 162 1298 37 Lane Width 112.0 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 A 1 NB Left A A Thru A 1 Thru A A Right A 1 Right A A Peds ( Peds WB Left A A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right :,,en 5.0 12.0 60.0 7.0 Yellow 3.0 4.0 4.0 3.0 All Red 0.0 1.0 1.0 0.0 Cycle Length: 100.0 --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 L 253 1770 0.26 0.22 32.3 TR 207 1729 0.24 0.12 40.5 Westbound L 285 1770 0.05 0.22 30.8 TR 201 1676 0.43 0.12 42.3 Northbound L 379 1770 0.15 0.75 9.4 TR 3642 5059 0.61 0.72 7.3 Southbound L 74 124 0.92 0.60 95.1 TR 3032 5053 0.48 0.60 11.4 Intersection Delay = 12.0 (sec/veh) C D 35.8 D C D 40.6 D A A 7.3 A F B 15.1 B Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 6 St & Biscayne Blvd Agency: Area Type: All other areas te: Jurisd: (��tiod: PM Peak Period Year Fut w Proj (2012) Project ID: Miami Art Museum - #08162 E/W St: NE 6 Street NIS St: Biscayne Boulevard No. Lanes LGConfig Volume Lane Width RTOR Vol __SIGNALIZED INTERSECTION SUMMARY____________ _ Eastbound Westbound 1 Northbound Southbound L T R I L T R I L T R i L T R G ---------1-------------- Area Type: All other areas i 0 0 1 1 3 0 ------------- 1 2 4 0 ---------- 1 0 4 0 L TR I L T 1 TR 1100 691 146 1259 1928 1 1188 193 112.0 12.0 112.0 12.0 1 12.0 1 0 1 A I 0 Duration 0.25 Area Type: All other areas L 619 --------- 0.18 ------Signal Operations --------------------- TR 1729 4941 Phase Combination 1 2 3 4 1 5 6 7 8 EB Left L 1167 1 NB Left A A Thru T 3653 6765 1 Thru A A Right 1 Right TR 2451 Peds 0.61 0.37 1 Peds Intersection Delay WB Left A 1 SB Left Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right Right 1 WB Right een 35.0 37.0 12.0 Yellow 4.0 4.0 4.0 All Red 2.0 1.0 1.0 Appr/ Lane Lane Group Grp Capacity Eastbound Cycle Length: 100.0 __Intersection Performance Summary----_ Adj Sat Ratios Lane Group Approach Flow Rate (s) V/c g/C Delay LOS Delay LOS Westbound L 619 1770 0.18 0.35 22.6 TR 1729 4941 0.53 0.35 26.2 Northbound L 1167 3437 0.24 0.57 18.8 T 3653 6765 0.57 0.54 15.6 Southbound TR 2451 6624 0.61 0.37 26.1 Intersection Delay = 21.1 (sec/veh) C C 25.8 C B B 15.9 B C 26.1 C Intersection LOS = C secs e HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 5 St & Biscayne Blvd Agency: Area Type: All other areas te: Jurisd: r-riod: PM Peak Period Year Fut w Proj (2012) Project ID: Miami Art Museum - #08162 E/W St: NE 5 Street NIS St: Biscayne Boulevard _SIGNALIZED INTERSECTION SUMMARY -------------------- ------------------- Eastbound Westbound I Northbound Southbound 1 i L T R 1 L T R I L T R 1 L T R 1 1 ------------1 ------------ 1 -------------- 1 --- ---------- No. ---No. Lanes 0 3 1 1 0 0 0 1 0 4 0 1 2 4 0 1 LGConfig LT R 1 I TR I L T 1 Volume 1225 91 101 I 1 1845 43 199 1100 1 Lane Width ( 12.0 12.0 1 1 12.0 112.0 12.0 1 RTOR Vol ( 8 1 1 0 1 1 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 Thru A Thru A Right A Right A Peds Peds WB Left SB Left A A Thru Thru A A Right Right Peds Peds NB Right EB Right Right 1 WB Right een 30.0 42.0 16.0 Yellow 4.0 4.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 100.0 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 LT 1470 4900 0.23 0.30 26.4 C 26.4 C R 475 1583 0.21 0.30 26.4 C Westbound Northbound TR 2832 6742 0.72 0.42 25.0 C 25.0 C Southbound L 1403 3437 0.08 0.64 17.5 B T 4194 6765 0.28 0.62 8.8 A 9.5 A Intersection Delay = 19.8 (sec/veh) Intersection LOS = B Project Driveways HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 St & Biscayne Blvd Agency: Area Type: All other areas e: Jurisd: .,ciod: PM Peak Period Year Fut w Proj (2012) Project ID: Miami Art Museum - ##08162 E/W St: NE 11 Street/Driveway NIS St: Biscayne Boulevard _SIGNALIZED INTERSECTION SUMMARY ------------------- --------------------- Eastbound I Westbound I Northbound Southbound L T R I L T R 1 L T R 1 L T R 1 ------------ -------------- ------------ ------------- No . Lanes 0 1 0 1 1 1 0 1 3 0 ( 0 3 0 LGConfig I LTR I L TR ( L TR TR Volume 15 6 10 122 19 14 1127 2135 17 1 1378 41 1 Lane Width 1 12.0 112.0 12.0 112.0 12.0 1 12.0 1 RTOR Vol 1 0 1 0 1 0 ( 0 1 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 A Thru A 1 Thru A A Right A 1 Right A A Peds 1 Peds WB Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds i Peds NB Right 1 EB Right Right 1 WB Right een 15.0 15.0 55.0 10.0 Yellow 4.0 4.0 4.0 3.0 All Red 2.0 2.0 1.0 0.0 Cycle Length: 115.0 _ _-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 226 1734 0.10 0.13 44.3 D 44.3 D Westbound L 235 1805 0.10 0.13 44.3 D TR 232 1781 0.16 0.13 44.7 D 44.5 D Northbound L 325 1770 0.43 0.63 35.0- C TR 3085 5069 0.77 0.61 17.7 B 18.7 B Southbound TR 2416 5052 0.65 0.48 23.2 C 23.2 C Intersection Delay = 20.9 (sec/veh) Intersection LOS = C secs Appendix E Committed Development Information Miami Art Museum Commited Developments - TAZ 511 Name Location Information Units Sq Ft. Type of Permit Address Description Net Area Res /Condo Hotel Office Retail Museum Miami Science Museum MUSP 1075 Biscayne Boulevard Museum Downtown 0 0 0 0 250,000 Total 0 0 0 0 250,000 #08162 - TAZ 511 Committed Developments (MAM).xls TAZ 511 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Museum 250,000 SF 29% 29 71% 72 101 GROSS VEHICLE TRIPS 29% 29 71% 72 101 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% 22.60% 10.00% of Gross External Trips of Gross External Trips of Gross External Tris (1) (2) (3) 29% 29% 29% 5 7 3 71% 71% 71% 12 16 7 16 23 10 NET EXTERNAL VEHICLE TRIPS 29% 15 71% 37 52 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 1.40 Persons/ Vehicle Persons/ Vehicle 29% 29% 21 9 71% 71% 52 23 73 32 Net External Person Tris vehicles and transit modes) 29% 30 71% 75 105 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 29% 4 71% 10 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 DRI Increment II (4) TAZ 511 includes Miami Science Museum. #07136 - TAZ 511 T -Gen (MAM).xls TAZ 511 2015 Cardinal Distribution Direction TAZ511 NNE 14.23% ENE 5.96% ESE 2.69% SSE 1.54% SSW 10.58% WSW 26.92% WNW 14.62% NNW 23.46% TOTAL 100.00% 23.46%114.23% 14.62%. 1 /5.96% 26.920/o/ 1 \-2•69% 0.58% 11.54% 38.08% 1 20.19% 37.50% 1 4.23% W:\08\08162\rc\excel\TAZ.xis Miami Art Museum Commited Developments - TAZ 513 Name Location Information Units Sq Ft Type of Permit Address Description Net Area Res / Condo Hotel Office Retail Marquis MUSP 1100 Biscayne Boulevard Mixed Use: Residential i£ Retail Downtown 310 24 0 5,765 111 NE 11 Street MUSP 111 NE 11 Street Mixed Use: Residential i£ Retail Downtown 430 0 0 29,232 900 Biscayne Bay MUSP 900 Biscayne Boulevard Mixed Use: Residential, Office, i£ Retail Downtown 516 0 69,204 14,375 Ten Museum Park MUSP 1040 Biscayne Boulevard Mixed Use: Residential, Office, i£ Retail Downtown 200 0 12,840 8,390 Marina Blue MUSP 824 Biscayne Boulevard Mixed Use: Residential, Office, i£ Retail Downtown 516 0 10,700 29,300 Total 1,972 24 92,744 87,062 #08162 - TAZ 513 Committed Developments (MAM).xls TAZ 513 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Residential Condominium / Townhouse Hotel Retail / Service General Office Building 1972 DU 24 Rooms 87,062 SF 92,744 SF 230 310 814 710 67% 50% 44% 17% 342 7 73 12 33% 50% 56% 83% 168 7 93 58 510 14 166 70 GROSS VEHICLE TRIPS 57% 434 43% 326 760 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 57% 57% 57% 69 98 43 43% 43% 43% 52 74 33 122 172 76 NET EXTERNAL VEHICLE TRIPS 57% 223 43% 168 391 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 57% 57% 312 137 43% 43% 235 103 547 240 Net External Person Trips (vehicles and transit modes) 57% 450 43% 338 787 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 57% 61 43% 46 106 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 DRI Increment II (4) TAZ 513 includes Marquis, 111 NE 11 St, 900 Biscayne Bay, Ten Museum Park, and Marina Blue. #07136 - TAZ 513 T -Gen (MAM) rev.xls TAZ 513 2010 Cardinal Distribution Direction TAZ 513 NNE 12,78% ENE 6.03% ESE 4,79% SSE 11.22% SSW 11.68% WSW 20.31% WNW 17.30% NNW 15.89% TOTAL 100.00% 15.89%112.78% 17.30%, 1 /6.03% 20.31 % .79% 1.68% 11.22% 33.19% 1 18.81% 31.99% 1 16.01% 28.67% 37.61% /\ 10.82% 22.90% W:\08\08162\rc\excel\TAZ.xis Miami Art Museum Commited Developments - TAZ 519 #08162 - TAZ 519 Committed Developments (MAM).xls Location Information 77— Units Sq Ft. Name Type of Permit Address Description Net Area Res ! Condo Hotel Office Retail Paramount Paris MUSP 700 Biscayne Boulevard Mixed Use:Residential, Retail, Office & Downtown 467 120 0 12,947 Hotel Total 467 120 0 12,947 #08162 - TAZ 519 Committed Developments (MAM).xls TAZ 519 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Residential Condominium /Townhouse Hotel Retail / Service 467 DU 120 Rooms 12,947 SF 230 310 814 67% 52% 43% 143 37 15 33% 48% 57% 70 34 20 213 71 35 GROSS VEHICLE TRIPS 61% 195 39% 124 319 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 61% 61% 61% 31 44 20 39% 39% 39% 20 28 12 51 72 32 NET EXTERNAL VEHICLE TRIPS 61% 100 39% 64 164 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 61% 61% 140 62 39% 39% 89 39 230 101 Net External Person Tris vehicles and transit modes) 61% 202 39% 128 330 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 61% 27 39% 17 45 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 DRI Increment II (4) TAZ 519 includes Paramount Park #07136 - TAZ 519 T -Gen (MAM).xls TAZ 519 2010 Cardinal Distribution Direction TAZ519 NNE 12.30% ENE 4.85% ESE 3.35% SSE 9.21% SSW 10.79% WSW 22.43% WNW 18.33% NNW 18.74% TOTAL 100.00% 37.07% 1 17.15% 33.22% 1 12.56% W:\08\08162\rc\excel\TAZ.xls Miami Art Museum Commited Developments - TAZ 541 Name Location Information Units Sq Ft. Type of Permit Address Description Net Area Res/Condo Hotel Office Retail One Bayfront Plaza MUSP 100 South Biscayne Boulevard Mixed Use:Residential, Retail 8Dffice Downtown 447 850 0 112,000 Total 447 850 0 112,000 #08162 - TAZ 541 Committed Developments (MAM).xls TAZ 541 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Residential Condominium /Townhouse Hotel Retail / Service 447 DU 850 Rooms 112,000 SF 230 310 820 67% 53% 50% 137 264 383 33% 47% 50% 68 238 383 205 502 766 GROSS VEHICLE TRIPS 53% 784 47% 689 1473 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips 3 53% 53% 53% 125 177 78 47% 47% 47% 110 156 69 236 333 147 NET EXTERNAL VEHICLE TRIPS 53% 403 47% 354 757 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 53% 53% 564 248 47% 47% 496 218 1060 466 Net External Person Trips (vehicles and transit modes) 53% 812 47% 714 1526 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 53% 110 47% 96 206 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 DRI Increment II (4) TAZ 541 includes One Bayfront Plaza. #07136 - TAZ 541 T -Gen (MAM).xls TAZ 541 2010 Cardinal Distribution Direction I TAZ541 NNE 10.29% ENE 4.55% ESE 2.06% SSE 0.77% SSW 13.16% WSW 26.19% WNW 21.73% NNW 21.25% TOTAL 100.00% 42.98% 1 14.84% 39.35% 1 2.83% W:\08\08162\rc\exceI\TAZ.xIs Miami Art Museum Commited Developments - TAZ 550 Location Information Units Sq Ft. Name Type of Permit Address Description Net Area Res / Condo Hotel Office Retail ynx MUSP 16 SE 2 Street, 60 SE 2 Street, Mixed Use:Residential, Retail, Office, Downtown 521 401 147,696 50,307 41 SE 3 Street, 61 SE 3 Street Hotel, Wertical Sports Club Total 521 401 147,696 50,307 #08162 - TAZ 550 Committed Developments (MAM).xls T TAZ 550 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Residential Condominium / Townhouse Hotel General Office Building Retail / Service 521 DU 401 Rooms 147,696 SF 50,307 SF 230 310 710 814 67% 53% 17% 44% 156 124 37 60 33% 47% 83% 56% 77 112 183 76 233 236 220 136 GROSS VEHICLE TRIPS 46% 377 54% 448 825 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 46% 46% 46% 60 85 38 54% 54% 54% 72 101 45 132 186 83 NET EXTERNAL VEHICLE TRIPS 46% 194 54% 230 424 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 46% 46% 271 119 54% 54% 322 142 594 261 Net External Person Tris vehicles and transit modes 46% 391 54% 464 855 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 46% 53 54% 63 116 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 DRI Increment II (4) TAZ 550 includes Lynx. #07136 - TAZ 550 T -Gen (MAM).xls TAZ 550 2010 Cardinal Distribution Direction TAZ 550 NNE 13.20% ENE 6.14% ESE 4.65% SSE 5.39% SSW 5,51% WSW 24.78% WNW 19.33% NNW 21.00% TOTAL 100.00% 40.33% 1 19.34% 30.29% 1 10.04% 34.20% 44.11% /\ 10.79% 10.90% W:\08\08162\rc\excel\TAZ.xls Miami Art Museum Commited Developments - TAZ 555 #08162 - TAZ 555 Committed Developments (MAM).xls Location Information Units Sq Ft. Name Type of Permit Address Description Net Area Res / Condo Hotel Office Retail Met 3 MUSP 200 SE 2 Street Mixed Use:Residential &Retail Downtown 650 400 0 44,936 Met 2 MUSP 200 SE 3 Street Mixed Use:Residential, Retail, ice Downtown 30 400 678,230 30,090 Total 680 800 678,230 75,026 #08162 - TAZ 555 Committed Developments (MAM).xls TAZ 555 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Residential Condominium / Townhouse Hotel General Office Building Retail / Service 680 DU 800 Rooms 678,230 SF 75,026 SF 230 310 710 814 67% 53% 17% 44% 194 248 143 89 33% 47% 83% 56% 96 224 696 114 290 472 839 203 GROSS VEHICLE TRIPS 37% 674 63% 1130 1804 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 37% 37% 37% 108 152 67 63% 63% 63% 181 255 113 289 408 180 NET EXTERNAL VEHICLE TRIPS 37% 346 63% 581 927 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 37% 37% 485 213 63% 63% 813 358 1298 571 Net External Person Trips vehicles and transit modes) 37% L 698 63% 1171 1869 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 37% 94 63% 158 253 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 DRI Increment II (4) TAZ 555 includes Met 2 and Met 3. #07136 - TAZ 555 T -Gen (MAM).xls TAZ 555 2010 Cardinal Distribution Direction TAZ 555 NNE 11.66% ENE 4.45% ESE 2.05% SSE 0.77% SSW 11.84% WSW 25.50% WNW 22.26% NNW 21.47% TOTAL 100.00% 21.47%111.66% 22.26%5. 1 /4.45% 25.500/o/ 1 '\2.05% 1.84%10.77% 43.73% 1 16.11% 37.34% 1 2.82% W:\08\08162\rc\excel\TAZ.xls Miami Art Museum Commited Developments - TAZ 557 Location Information IUnits Sq Ft. Name Type of Permit Address Description Net Area Res / Condo Hotel Office Retail uPont Plaza MUSP 300 Biscayne Boulevard laly Mixed Use:Residential, Retail, Downtown 1,228 62 0 38,000 Restaurant �ondo/Hotel Total 1,228 62 0 38,000 #08162 - TAZ 557 Committed Developments (MAM).xis TAZ 557 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Residential Condominium / Townhouse Hotel Retail / Service 1228 DU 62 Rooms 38,000 SF 230 310 814 67% 53% 44% 315 19 45 33% 47% 56% 155 17 58 470 36 103 GROSS VEHICLE TRIPS 62% 379 38% 230 609 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips 3) 62% 62% 62% 61 86 38 38% 38% 38% 37 52 23 97 138 61 NET EXTERNAL VEHICLE TRIPS 62% 195 38% 118 313 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 62% 62% 273 120 38% 38% 166 73 438 193 Net External Person Tris vehicles and transit modes) 62% 393 38% 238 631 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 62% 53 38% 32 85 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 DRI Increment II (4) TAZ 557 includes DuPont Plaza. #07136 - TAZ 557 T -Gen (MAM).xls TAZ 557 2010 Cardinal Distribution Direction TAZ 557 NNE 12.71% ENE 5.76% ESE 1.30% SSE 0.34% SSW 10.07% WSWL 25.20% WNW 21.61% NNW 23.01% TOTAL 100.00% %23.01% 12.71 % ' .76% 25.200/o/ I '\J.30% 0.07%10.34% 44.62% 1 18.47% 35.27% 1 1.64% W:\08\08162\rc\excel\TAZ.xls Appendix F Museum Trip Rate Calculations Miami Children's Museum WEDNESDAY 5/04/05 TUESDAY 5/03/05 DAILY DISTRIBUTION BEGIN TIME OUT IN TWO-WAY OUT IN TOTAL 2 TOTAL 4 50% 12:00 AM 1 3 4 25% 75% 01:00 AM 0 4 4 0% 100% 02:00 AM 1 6 7 14% 86% 03:00 AM 1 1 2 50% 50% 04:00 AM 0 0 0 0% 0% 05:00 AM 1 2 3 33% 67% 06:00 AM 0 3 3 0% 100% 07:00 AM 2 5 7 29% 71% 08:00 AM 2 9 11 18% 82% 09:00 AM 14 18 32 44% 56% 10:00 AM 14 16 30 47% 53% 11:00 AM 9 12 21 43% 57% 12:00 PM 4 15 19 21% 79% 01:00 PM 15 26 41 37% 63% 02:00 PM 11 21 32 34% 66% 03:00 PM 10 10 20 50% 50% 04:00 PM 8 13 21 38% 62% 05:00 PM 7 13 20 35% 65% 06:00 PM 0 11 11 0% 100% 07:00 PM 4 12 16 25% 75% 08:00 PM 2 5 7 29% 71% 09:00 PM 6 4 10 60% 40% 10:00 PM 2 5 7 29% 71% 1100 PM 3 8 11 27% 73% TOTAL 117 222 339 35% 1 65% Miami Children's Museum WEDNESDAY 5/04/05 DAILY DISTRIBUTION OUT IN TWO-WAY OUT IN IN TOTAL TOTAL 2 2 4 50% 50% 0 0 0 0% 0% 0 2 2 0% 100% 0 0 0 0% 0% 0 2 2 0% 100% 1 1 2 50% 50% 3 6 9 33% 67% 2 5 7 29% 71% 5 12 17 29% 71% 9 14 23 39% 61 6 10 16 38% 63% 6 8 14 43% 57% 14 20 34 41% 59% 20 37 57 35% 65% 10 21 31 32% 68% 22 7 29 76% 24% 21 1 22 95% 5% 25 0 25 100% 0% 19 0 19 100% 0% 4 0 4 100% 0% 8 0 8 100% 0% 5 0 -5 100% 0% 9 0 9 100% 0% 3 0 3 100% 0% 194 148 342 57% 43% Miami Children's Museum PM Peak Hour (4:00 - 6:00 PM) Gross Area= 55,637 SF In: 29% Out: 71% Trip Rate: 0.404 Per 1,000 SF AVERAGE DAILY DISTRIBUTION OUT IN TWO-WAY OUT IN TOTAL 2 3 4 38% 63% 0 2 2 0% 0% 1 4 5 11% 89% 1 1 1 50% 0% 0 1 1 0% 100% 1 2 3 40% 60% 2 5 6 25% 75% 2 5 7 29% 71% 4 11 14 25% 75% 12 16 28 42% 58% 10 13 23 43% 57% 8 10 18 43% 57% 9 18 27 34% 66% 18 32 49 36% 64% 11 21 32 33% 67% 16 9 25 65% 35% 15 7 22 67% 33% pI p pp �IIIVWIII�I�Ihi�li6 i'lhll'illl IIIIIIII�IIIIIIIIill Iii w . 111IlI IIIINill231. 1filhPlihllillliilllil29% , grl 10 6 15 63% 37% 4 6 10 40% 60% 5 3 8 67% 33% 6 2 8 73% 27% 6 3 8 69% 31% 3 4 7 1 43% 57% 156 185 341 1 46% 54% #/08162 MCM DAILY DISTRIBUTION.As DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Miami Children's Museum M.C.M East of Service Road Traffic Survey Specialists, Inc. BEGIN WESTBOUND Volume: EASTBOUND TWO-WAY TOTAL 11 TIME list 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12;00 AM 0 0 1 1 2 01:00 AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 03:00 AM 0 '0 0 0 0 04:00 AM 0 0 0 0 0 05:00 AM 0 0 0 1 1 06:00 AM 0 1 0 2 3 07:00 AM 0 2 0 0 2 08:00 AM 2 1 1 1 5 09:00 AM 2 3 2 2 9 10:00 AM 2 3 1 0 6 11:00 AM 2 3 1 0 6 12:00 PM 5 3 4 2 14 01:00 PM 4 5 3 8 20 02:00 PM 4 3 0 3 10 03:00 PM5 0 3 8 8 22 04:00 PM7 5 5 21 05:00 PM9 4 7 25 06:00 PM3 5 5 19 1 1 1 4 1 3 2 8 in 1 1 2 5 3 3 2 9 1 2 0 3 24-HOUR TOTAL 194 Project No.: 08162 Count Date: 5/4/2005 BEGIN TIME WESTBOUND Volume: 31 TWO-WAY TOTAL list 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 0 1 1 0 2 4 01:00 AM 0 0 0 0 0 A 02:00 AM 1 0 0 1 2 2 03:00 AM 0 0 0 0 0 0 04:00 AM 2 0 0 0 2 2 05:00 AM 0 0 0 1 1 2 06:00 AM 0 2 3 1 6 9 07:00 AM 1 3 0 1 5 7 08:00 AM 1 3 5 3 12 17 09:00 AM 1 5 5 3 14 23 10:00 AM 3 3 2 2 10 16 11:00 AM 4 1 2 1 8 14 12:00 PM 3 6 9 2 20 34 01:00 PM 7 8 6 16 37 57 02:00 PM 6 6 1 8 21 31 03:00 PM 4 3 0 0 7 29 04:00 PM 0 0 1 0 1 22 05:00 PM 0 0 0 -0 0 25 06:00 PM 0 0 0 0 0 19 07:00 PM 0 0 0 0 0 4 08:00 PM 01 0 0 0 0 8 os:o0 PM 0 0 0 00 5 10:00 PM 0 0 0 0 0 9 11:00 PM 0 0 0 0 0 3 24-HOUR TOTAL 148 342 DAILY TRAFFIC COUNT SUMMARY EASTBOUND AM Peak Hour: Time: 11:45 AM Volume: 12 AM Peak Hour. Time: 11:45 AM Volume: 19 PM Peak Hour. Time: 03:30 PM Volume: 27 PM Peak Hour. Time: 01:00 PM Volume: 37 EASTBOUND AND WESTBOUND AM Peak Hour: Time: 11:45 AM Volume: 31 K -factor: 9.1% PHF: 0.60 D -factor: 61.3% WB PM Peak Hour: Time: 01:00 PM Volume: 57 K -factor: 16.7% PHF: 0,59 D -factor: 64.9% WB MCM_east_service road wednesday.xls DAVID PLUMMER & ASSOCIATES, INC. 24-HOUR COUNTS Project Name: Miami Children's Museum Project No.: 08162 Location: M.C.M East of Service Road Count Date: 5/3/2005 Observer: Traffic Survey Specialists, Inc. BEGIN 09:16 AM Volume: EASTBOUND K -factor: TIME 111st 11st 1/4 2nd 1/4 2nd 9/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 1 0 0 0ro 01:00 AM 01:00 AM 0 0 0 0 02:00 AM 02:00 AM 0 1 0 0 03:00 AM 03:00 AM 1 0 0 0 04:00 AM 04:00 AM 0 0 0 0 05:00 AM 05:00 AM A 0 1 0 06:00 AM 06:00 AM 0 0 0 0 07:00 AM 0 1 1 0 2 08:00 AM 1 1 0 0 2 06:00 AM 5 2 3 4 14 10;00 AM 6 2 1 5 14 11:00 AM 1 2 5 1 9 12:00 PM 2 0 1 1 4 01:00 PM 5 7 3 0 15 02:00 PM 3 2 2 4 11 03:00 PM 2 1 4 3 10 04:00 PM 1 4 1 2 8 05:00 PM 2 1 2 2 7 06:00 PM 0 0 0 0 0 07:00 PM 2 0 1 1 4 08:00 PM 0 1 0 1 2 09:00 PM 1 1 3 1 1 6 10:00 PM 1 1 0 1 0 2 11:00 PM 0 1 1 1 1 3 24-HOUR TOTAL 24-HOURTOTAL 117 EASTBOUND BEGIN 09:16 AM Volume: WESTBOUND K -factor: TIME 11st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 1 0 2 0 3 01:00 AM 1 0 2 1 4 02:00 AM 2 1 0 3 6 03:00 AM 1 0 0 0 1 04:00 AM 0 0 0 0 0 05:00 AM 0 0 1 1 2 06:00 AM 0 2 1 0 3 07:00 AM 0 3 0 2 5 08:00 AM 0 4 4 1 9 09:00 AM 6 2 4 6 18 10:00 AM 10 2 2 2 16 11:00 AM 2 0 6 4 12 12:00 PM 2 3 4 6 15 01:00 PM 6 11 4 5 26 02:00 PM 7 5 4 5 21 03:00 PM 2 1 2 5 10 04:00 PM 2 1 4 4 3 13 05;00 PM 2 1 2 2 7 13 06:00 PM 6 0 2 3 11 07:00 PM 3 3 3 3 12 08:00 PM 0 3 2 0 5 09:00 PM 3 0 1 0 4 10:00 PM 1 1 2 1 5 11:00 PML 3 2 2 1 8 24-HOUR TOTAL 222 DAILY TRAFFIC COUNT SUMMARY AM Peak Hour. Time: 09:15 AM Volume: 15 AM Peak Hour. PM Peak Hour. Time: 12:46 PM Volume: 16 PM Peak Hour. EASTBOUND AND WESTBOUND Time: 09:15 AM Volume: 22 Time: 12:30 PM Volume: 27 AM Peak Hour: Time: 09:16 AM Volume: 37 K -factor: 10.9% PHF: 0.58 D -factor: 59.5% WB PM Peak Hour: Time: 12:45 PM Volume: 43 K -factor: 12.7% PHF: 0.60 D -factor: 62.8% WB MCM_east_service road_tuesday.xis Appendix G Traffic Control Measures Pian Miami Art Museum TRAFFIC CONTROL MEASURES PLAN The project's design and location will reduce the project vehicular traffic volumes as follows: The proposed project is a museum which typically has a higher vehicle occupancy rate. The project is in close proximity to mass transit. This feature will allow patrons and museum staff to use mass transit. The project encourages pedestrian activity due to its scenic location, wide sidewalks along Biscayne Boulevard, and close proximity to major attractions. The development will also do the following to further reduce peak hour vehicle trips: • Will encourage museum staff to participate in ridesharing programs through South Florida Commuter Services. Available information will be obtained and distributed to all museum staff 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 museum staff to purchase transit passes and make them available at discounted prices or no charge, 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 projected project trips. Traffic Control (MAM).doc