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Home My WebLink AboutIII. Tab 2. Traffic Impact AnalysisOffm July 9, 2010 Ms. Lilia I. Medina, AICD Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2nd Avenue (10th Floor) Miami, Florida 33130 Re: Miami Science Museum Sufficiency Letter — Review # 196 Dear Ms, Medina: Via Fax and US Mail Subsequent to our April 1, 2010 review comments for the subject project, we have received a response letter from David Plummer and Associates h7c. (DPA) dated June 30, 2010. 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: Whenever there are simultaneous events at the Miami Science Museum, Miami Art Museum and/or the American Airline Arena the applicant should present a Traffic Management Plan to the City of Miami in coordination with the adjacent attractions to facilitate traffic flow entering and exiting the project site, Z. The Florida Department of Transportation (FOOT) has completed a traffic study (SR 5 — Biscayne Boulevard with NB to EB On -Ramp to 1-395), dated February 10, 2010, that specifically identifies the improvements required to provide safer pedestrian access to pedestrians to/from the east side of Biscayne Boulevard crossing the 1-395 eastbound ramp. The pedestrian traffic anticipated to be generated by the Miami Science Museum underscores the importance of implementing the proposed improvements. The applicant is required to coordinate with FDOT Traffic Operations Office to take the necessary steps to implement the improvements prior to securing a Certificate of Occupancy. It should be noted that the MUSP for the Miami Ail Museum contains the same condition. 3. A bus drop-off location has not been identified in the site plan. The applicant's traffic consultant explained that a bus drop-off location will be designated along the access road that will be shared between the Art Museum and the Science Museum. The applicant is responsible for providing the bus drop-off location through the development approval process and prior to securing a Certificate of Occupancy, URCorporation 3343 West Commercial Boulevard Suite 100 Fort Lauderdale, FL 33309 Tel: 954,739.1881 Fax: 9511.739,1789 I M C! Sufficiency tetter- W. 0. It 196 Miami Science Museum Ms. Lilla 1. Medina, AICP July 9,2010 Page 2 of 2 The traffic study identifies the following Transportation Control Measures (TCM) 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. 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; 3, Provide current Miami -Dade local and regional mass transit route and schedule information to potential transit users, The information will be updated, when necessary, at no less than six month intervals; 4. Encourage employees to implement staggered work hours. The development approval should 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 me at 954,739.1881, Sincerely, URSCorprafibn R rn", anmu -P': r�a Senior Traffic Engineer Attachment -Cc: _Mr,_A ntonio-E,-P-ei-,ez,-P-Iantier-11-City-of-Miami-Plannin g_(Fax.-_305._4_16._I_4_4 3)_ Mrs. Rita Carbonell, David Plummer & Associates (Fax: 305-444-4980) Mr, Sergio Garrido, Planner 11, City of Miami Planning (Fax: 305.416. 1443) Miami Science Museum MUSP Traffic Impact Study TABLE OF CONTENTS Page List of Exhibits EXECUTIVESUMMARY........................................................................................................... l 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 2.1.3 Intersection Data.......................................................................................... 6 2.2 Corridor Capacity Analysis...................................................................................... 9 2.3 Intersection Capacity Analysis..............................................................................11 Committed Development Information 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS ......................14 4.3.1 Project Trip Generation.............................................................................18 4.0 FUTURE TRAFFIC CONDITIONS.............................................................................15 Appendix B: 4.1 Background Traffic...............................................................................................15 FDOT's Quality/LOS Handbook - Generalized Tables 4.2 Committed Developments.....................................................................................15 Appendix D: 4.3 Project Traffic........................................................................................................18 Committed Development Information Appendix F: 4.3.1 Project Trip Generation.............................................................................18 Appendix G: Traffic Control Measures Plan 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 Metkodology &-Site-PI-an -- 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 Page i Miami Science Museum MUSP Traffic Impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map....................................................................................................................... 3 2 2010 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......................................12 6 2010 Intersection Capacity Analysis Results....................................................................13 7 Committed Developments.................................................................................................16 8 Future PM Peak Hour Traffic Volumes without Project...................................................17 9 PM Peak Hour Project Trip Generation............................................................................19 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 Munni Science Museum MUSP Traffic Impact Study EXECUTIVE SUMMARY The Miami Science Museum is one of the two museums that will anchor the city of Miami's Museum Park. The Miami Science Museum project is a proposed science museum located east of Biscayne Boulevard between NE 9th Street and I-395 in Miami, Florida. The museum will be approximately 250,000 SF. Primary access to the Miami Science Museum is proposed on NE 11 Street via a two-way driveway. Build out of the project is anticipated by the year 2013. 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 I Miami Science Museum MUSP Traffic Impact Study 1.0 INTRODUCTION The Miami Science Museum is one of the two museums that will anchor the city of Miami's Museum Park. The Miami Science Museum project is a proposed science museum located east of Biscayne Boulevard between NE 9th Street and I-395 in Miami, Florida (see Exhibit 1). The museum will be approximately 250,000 SF. Primary access to the Miami Science 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 2013. 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/ NEI 2 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 PROJECT. TITLE: EXHIBIT NO. Qp MIAMI SCIENCE MUSEUM LOCATION MAP 1 MUSP TRAFFIC IMPACT STUDY Page 3 Miami Science 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 Science 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) to the Broward County line. Between I-395 Street and NE 6 Street, Biscayne Boulevard is a two-way, six -lane divided roadwayOn the west side of Biscayne Boulevard parallel, metered on -street parking is provided between NE 7 Street and NE 10 Street. 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 Science 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 5 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). To be consistent with the previously approved Miami Art Museum, the traffic counts that were collected for Miami Art Museum were also used for this project. These traffic counts, which were collected on September 2008, were adjusted by a conservative 2% growth rate to reflect 2010 conditions. Traffic counts are included in Appendix B. Exhibit 2 shows the adjusted 2010 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 C PROJECT: MIAMI SCIENCE MUSEUM MUSP TRAFFIC IMPACT STUDY TITLE. I EXHIBIT N0, EXISTING PM PEAK HOUR 2 TRAFFIC VOLUMES Page 7 2 PROJECT: MIAMI SCIENCE MUSEUM MUSP TRAFFIC IMPACT STUDY EXHIBIT NO. EXISTING LANE CONFIGURATIONS 3 Page 8 Miami Science 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 2009 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 Capacit Vehicl"ecupancy-for-the-per-son-tr-ip-c- paeity-c- leulu ions is -based -upon -a eomprehensive-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 I1 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 [2] Transit and roadway information obtained from the Dov �d from FDOTs Quality/Level of Service Handbook Miami DRI Increment II 5 I Roadway Conditions (vehicles) Transit Conditions (persons) Count 2008 Raw Peak 2010 PM Dir Max Total Total Total Corridor Dir Existing Source/ PM Peak Season Peak Service Total Bus Bus Metrorail Metrorail Metromover Metromover Transit Transit Lanes Hour Hour Volume Ridership Capacity Capacity Capacity Capacity From To Period Volume Factor Volume [1] Ridership Ridership Ridership BISCAYNE BOULEVARD [2] 1-395 NE 6 STREET NB 3L DPA - PM 1453 1.01 1527 2570 367 2486 0 0 61 960 428 3446 SB 3L DPA - PM 993 1.01 1043 2570 398 1706 0 0 53 960 451 2666 NE 8 STREET 1-95 BISCAYNE BLVD EB 1L DPA - PM 146 1.01 153 514 0 0 0 0 0 0 0 0 WB 1L DPA- IM 124 1.01 130 514 0 D 0 0 0 0 0 0 Notes: [1] Peak Hour Directional Maximum Service Volumes are [2] Transit and roadway information obtained from the Dov �d from FDOTs Quality/Level of Service Handbook Miami DRI Increment II 5 Miami Science Museum MUSP Traffic Impact Study Available Person -Trip Capacity The available person -trip capacity for each corridor is shown in Exhibit 5 based on the following: Person -trip capacity — Person -trip volume = Available Person -trip capacity. A general level of service designation is provided for each study corridor based on the calculated available person -trip capacity. A person -trip level of service look -up table was developed based on the ratios derived from the FDOT's 2009 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 Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix Notes [1] The Roadway Vehicular Capacity is obtained fi [2] Person -Trip capacity is derived by applying a 1. [3]) The Roadway Vehicular Volume is obtained froi [4] Person -Trip Volume is derived by applying a 1.4 [5] The Total Transit Person -Trip Capacity is obtain [6] The Total Transit Person -Trip Volume is obtaine [7] The Person Trip LOS is provided consistent with i Exhibit 4. vehicle occupancy to the vehicular capacity. Exhibit 4. vehicle occupancy to the vehicular capacity. A by adding bus, metrorail and metromover capacities (see Exhibit 4). 1 by adding bus and metromover volumes (see Exhibit 4). the FDOTs Qualityll-evel of Service Handbook (see Appendix C). a Roadway Mode Transit Mode Segment Total (a) (b) (c) (d) (e) M (9) (h) f) G) (k) �) Roadway Pers -Trip Roadway Pers -Trip Excess Total Total Pers Trip Segment Segment Pers -Trip Segment Corridor Dir Vehicular Capacity Vehicular Volume Pers -Trip Pers -Trip Pers -Trip Excess Pers -Trip Pers -Trip Excess Person Trip Capacity @PPV=1.6 Volume @PPV=1.4 Capacity Capacity Volume Capacity Capacity Volume Capacity V/c LOS From To (a) - 1.6 (c) * 1.4 (b) - (d) (t -(g) (b)+(fl (d)+(g) 0-6) 0/0) [1] [2] [3] [4] [5] [6] [7] BISCAYNE BOULEVARD [2] 1-395 NE 6 STREET NB 2570 4112 1527 2138 1974 3446 428 3018 7558 2566 4992 0.34 C SB 2574 4112 1043 1461 2651 2666 451 2215 6778 1912 4866 0.28 C NE 8 STREET 1-95 BISCAYNE BLVD EB 514 822.4 153 215 608 0 0 0 822 215 608 0.26 C WB 514 822.4 130 182 640 0 0 0 822 182 640 0.22 C Notes [1] The Roadway Vehicular Capacity is obtained fi [2] Person -Trip capacity is derived by applying a 1. [3]) The Roadway Vehicular Volume is obtained froi [4] Person -Trip Volume is derived by applying a 1.4 [5] The Total Transit Person -Trip Capacity is obtain [6] The Total Transit Person -Trip Volume is obtaine [7] The Person Trip LOS is provided consistent with i Exhibit 4. vehicle occupancy to the vehicular capacity. Exhibit 4. vehicle occupancy to the vehicular capacity. A by adding bus, metrorail and metromover capacities (see Exhibit 4). 1 by adding bus and metromover volumes (see Exhibit 4). the FDOTs Qualityll-evel of Service Handbook (see Appendix C). a Miami Science Museum Alf USP Traffic Impact Study Exhibit 6 2010 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 13 Miami Science Museum MUSP Traffic Impact Study 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2010 Miami -Dade County Transportation Improvement Proms (TIP), the 2030 Metro - Dade Transportation Plan Long Range Element, and the City of Miami Capital Improvement Program 2008-2009 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. It should be noted that the FDOT is performing a study within the project area and is recommending pedestrian crossing improvements for Biscayne Boulevard at the I-395 on-ramp. This is an existing concern that was identified in the Miami Downtown Transportation Master Plan. Page 14 Miami Science 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. Although, the study area has seen a negative growth rate, consistent with the Miami Art Museum, a conservative 2.0% annual growth rate was used to account for possible the economic revival and any unforeseen committed developments in the study area. 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 Science 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 for the appropriate TAZ. For estimating trip-distribution_fr_om_committed_development,_c_onsideration was_giv-en 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 2013. Exhibit 8 shows the projected turning movement volumes without the project. Page 15 [[a PROJECT: MIAMI SCIENCE MUSEUM MUSP TRAFFIC IMPACT STUDY TITLE: I 'EXHIBIT NO. COMMITTED DEVELOPMENTS 7 MAP Page 16 n PROJECT: MIAMI SCIENCE MUSEUM MUSP TRAFFIC IMPACT STUDY TITLE: I EXHIBIT NO. FUTURE WITHOUT PROJECT PM PEAK HOUR 8 TRAFFIC VOLUMES Page 17 Miami Science Museum MUSP Traffic Impact Study 4.3 Project Traffic The Miami Science Museum project will be approximately 250,000 SF, of which 170,000 SF will be indoor exhibition space and the remainder 80,000 SF will be exterior space. However, the trip generation was based on 250,000 SF of museum for a more conservative analysis. 4.3.1 Project Trip Generation Project trip generation is based on the calculation of person -trips consistent with the City of Miami Comprehensive Plan. Person -trips generated by the project were established using the following 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 Stn 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 Science 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 ex ernal vehicle—rips were converted to person -trips using 1. persons per ve ic 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 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 250,000 SF 29% 29 71% 72 101 GROSS VEHICLE TRIPS 29% 1 29 r 71 % 1 72 1 101 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips (1) 22.60% of Gross External Trips (2) 10.00% of Gross External Trips (3) 29% 29% 29% 5 7 3 71% 71% 71% 12 16 16 23 7 10 NET EXTERNAL VEHICLE TRIPS 29% 15 71% 37 52 Net External Person Trips in VehiclesI@ Net External Person Trips using Transit Net External Person Trips (vehicles and 1.40 Persons/ Vehicle @ 1.40 Persons/ Vehicle ll transit modes) 29% 29% 29% 21 9 30 71% 71% 71% 52 73 23 32 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 c (2) Transit trip reduction based on pro (3) Pedestrian and bicycle trip reducti ence between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) :d modal splits used in the Downtown Miami DRI Increment II based on Downtown characteristics used in the Downtown Miami DRI Increment II Miami Science Museum MUSP Trak 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 Science Museum to facilitate traffic flow entering and exiting the project. The American Airlines Arena and the Performing Sciences Center have their individual Traffic Management Plans for special events. However, coordination between Miami Art Museum, American Airlines Arena, and the Performing Sciences 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 20 Miami Science 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: MIAMI SCIENCE MUSEUM MUSP TRAFFIC IMPACT STUDY TITLE: I EXHIBIT NO. PROJECT TRIP ASSIGNMENT 1 11 Page 22 Miami Science Museum Ad USP 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 2013 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 2010 existing traffic to get the total year 2013 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. CResults 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 Notes: U= unsignalized S= signalized Source: DPA With signal timing modifications 2 This intersection only has free-flow movements Page 23 Intersection S/U uture Without Project Future With Project Biscayne Boulevard / NE 13 Street S F C1 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 S B B Notes: U= unsignalized S= signalized Source: DPA With signal timing modifications 2 This intersection only has free-flow movements Page 23 I Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Notes: [1] The Existing Person Trip Volume is obtained from [2] Year 2006 Background Person Trip Volume is ded [3] Projected Transit Capacity was obtained from the [4] The Total Future Peak Hour Person Trip Capacity [5] The Person Trip LOS is provided consistent with tt [6] Project Person Trip Volumes are derived from Trip xhibit 5, column 0) :d by applying a 2% growth factor to the existing person trip uolume :)wntown Miami DRI Increment II (Table 21.D10 column (4) - Table 21.A7 column (15)) obtained by adding all modes of transportation (Exhibit 5, column (i)) and the projected transit capacity (Exhibit 12, column e) FDOTs Quality/Level of Service Handbook (see Appendix C) eneration Analysis (Net External Person Trips (Vehicles + Transit)) 5 Without Project With Project (a) (b) (c) (d) (e) M (9) (h) (1) 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 -Trip Pers Trip Volume Pers -Trip Volumes Pers -Trip Capacity Pers-Trip v1c LOS vic LOS 2.0% From To 3 (b)+(c) (d)/(fl (d)+(h) [t] [2] [3] [a] [s] [6] [4] [5] BISCAYNE BOULEVARD [2] 1-395 NE 6 STREET NB 2566 2723 433 3155 1494 9052 0.35 C 11 3166 9052 0.35 C SB 1912 2029 413 2442 42 6820 0.36 C 5 2446 6820 0.36 C NE 8 STREET 1-95 BISCAYNE BLVD EB 215 228 147 375 0 822 0.46 D 1 375 822 0.46 D WB 182 194 153 347 0 822 0.42 D 2 349 822 0.42 D Notes: [1] The Existing Person Trip Volume is obtained from [2] Year 2006 Background Person Trip Volume is ded [3] Projected Transit Capacity was obtained from the [4] The Total Future Peak Hour Person Trip Capacity [5] The Person Trip LOS is provided consistent with tt [6] Project Person Trip Volumes are derived from Trip xhibit 5, column 0) :d by applying a 2% growth factor to the existing person trip uolume :)wntown Miami DRI Increment II (Table 21.D10 column (4) - Table 21.A7 column (15)) obtained by adding all modes of transportation (Exhibit 5, column (i)) and the projected transit capacity (Exhibit 12, column e) FDOTs Quality/Level of Service Handbook (see Appendix C) eneration Analysis (Net External Person Trips (Vehicles + Transit)) 5 PROJECT: TITLE: EXHIBIT NO. Qp MIAMI SCIENCE MUSEUM PROJECT MUSP TRAFFIC IMPACT STUDY PM PEAK HOUR 13 TRAFFIC VOLUMES Page 25 PROJECT: MIAMI SCIENCE MUSEUM MUSP TRAFFIC IMPACT STUDY TITLE. I EXHIBIT NO. FUTURE WITH PROJECT PM PEAK HOUR 14 TRAFFIC VOLUMES Page 26 Miami Science Museum MUSP Traffic 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 Science Museum MUSP Traffic Impact Study 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Miami Science Museum was performed in accordance with the approved methodology submitted to the city. Analysis of future (2013) 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. miasci musp (mar 2010).doc Page 28 Appendix A Approved Transportation Methodology Site Plan DAVID PLUMMER & ASSOCIATES, INC. �fRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL Facsimile Transmission To: Ms. Lilia Medina Fax #: (954) 739-1789 Affiliation: City of Miami Phone #: (954) 739-1881 From: Rita Carbonell Date: September 8, 2008 RE: Miami Science 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 a science museum located east of Biscayne Boulevard between NE 9th Street and I-395 in Miami,. Florida. The Miami Science Museum project will be approximately 250,000 SF. Primary access to the Miami Science 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 C 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 11th Terrace 2. Biscayne Boulevard/ NE 11th 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, M 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. \j• 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 (MiaSci).doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com PROJECT: TITLE: Q MIAMI SCIENCE MUSEUM COMMITTED DEVELOPMENTS MUSP TRAFFIC IMPACT STUDY MAP I'll Rum! mW9 mT r4a-mW -mrffiI , wl 00 oil -!&, I GROMSHAW IOV-M, ME m mjAmi sci , EN MUSEUM LEVEL! SITE PLAN 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 -------- ---- FIr 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 --,------ ---- H Dtal 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 282229 -------- ---- ---- :ir 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 15 233 308 242 196 202 260 194 178 128 112 - 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 Jr Total 1115 ------------------------------------------------------------------------------- 1045 ---- ---- 927 846 ---- 904 ---- 1082 ---- ---- 777 723 ---- 524 ---- 444 ---- 406 ---- 286 24 Hour Total : 17046 W peak hour begins : 08:15 AM peak volume 1868 Peak hour factor 0.92 Pn ?ak 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 -- -__- H otal 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 ---- ---- 23 17 ---- 9 ---- 7 Delray Beach, Florida 33444 Phone (561) 272-3255 ---- 47 104 ---- ---- 140 ---- 86 76 ---- 85 End Time -------- Volume Report with 24 Hour Totals 14 ---- 15 ---- Page 1 18 19 20 21 22 Data File : D0917008.PRN 15 34 23 31 21 ---- 34 ---- ---- 32 Station : 000000091602 ---- ---- 17 ---- 6 10 ---- 9 30 17 26 Identification : 000411692110 26 Interval 15 minutes 14 12 Start date : Sep 17, 08 Start time 00:00 21 36 35 Stop date : Sep 17, 08 Stop time 24:00 11 -------- 00 City/Town : Miami, Florida County Dade 13 16 10 Location : NE 8 Street West of N Miami Avenue 107 116 95 ---- 125 ---- 129 ---- ---- 118 ---- 72 66 ---- ---- 53 Sep 17 ---- 38 Eastbound Volume for Lane 1 Hour Total : 1603 ------------------------------------------------------------------------------- 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 ----------- ---- H( otal 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 D 16 37 37 11 16 15 -------- 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 ,M peak hour begins : 08:00 AM peak volume : 140 Peak hour factor 0.92 N eak 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 ---- 23 ---- ---- ---- 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 -------- ---- H( btal 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 COUNTED BY: JOHNNY MOLESTINA (561) 272-3255 FAX (561) 272-4381 File I.D. 13STBISC SIGNAT:TZED Page : 1 ALL VEHICLES ----' --------- BISCAYNE ------------- BOULEVARD ------- --------- INE 13TH ------- STREET ------ ------- --------- IBISCAYNE --- BOULEVARD INE 13TH STREET I From North IFTOm'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 0 630 Hr Total 0 0 735 7 I 0 363 84 123 I 7 84 1029 0 I 0 0 0 0 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 0 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 N 3TH STREET 103 94 209 12 0 0 • 0 BISCAYNE BOULEVARD • 12 • 868 • 0 0 1,316 104 12 868 0 1,420 880 2,300 • ALL VEHICLES 626 209 626 0 0 N Intersection Total 2,925 2,715 I--- 1, 419 - 428 103 • 1,316 868 0 ------ ------ ------ 1,296 103 1,316 BISCAYNE BOULEVARD • 104 104 TRAFFIC SURVEY SPECIALISTS, INC. • 94 94 NE 13TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE 428 Site Code : 00080157 MIAMI, FLORIDA 0 0 DELRAY BEACH, FLORIDA 33444 Start Date: 09/23/08 COUNTED BY: JOHNNY MOLESTINA (561) 272-3255 FAX (561) 272-4381 File I.D. 13STBISC SIGNALIZED Page 2 ALL VEHICLES ---= ----------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 13TH STREET IBISCAYNE BOULEVARD INE 13TH STREET I From North IFrom East (From South (From West I UTurn Left Thru Right I I UTurn Left Thru I Right I UTurn Left Thru Right I I UTurn Left Thru Right I 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 I 17:00 I 17:00 I 17:00 Volume 0 0 868 12 I 0 428 94 104 I 3 100 1316 0 I 0 0 0 0 1 Percent D% 0% 9994 1% 0% 68% 1596 17% I 0% 796 93% 0% I 096 0% 0% 0% I Pk total 880 626 I 1419 I 0 I Highest 17:00 17:15 I 17:30 I 16:00 I Volume 0 0 257 4 I 0 114 33 27 I 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 I N 3TH STREET 103 94 209 12 0 0 • 0 BISCAYNE BOULEVARD • 12 • 868 • 0 0 1,316 104 12 868 0 1,420 880 2,300 • ALL VEHICLES 626 209 626 0 0 N Intersection Total 2,925 2,715 I--- 1, 419 - 428 103 • 1,316 868 0 ------ ------ ------ 1,296 103 1,316 BISCAYNE BOULEVARD • 104 104 • 94 94 • 428 428 0 0 0 0 NE 13TH STREET AArietme nrsMTcetkt..t I NE l3sc m I I I u�l�aU.�i �FLor�dct .4- 4--P- pQ.�Oout Yto SzeA NE 12TH STREET & BISCAYNE BOULEVARD MIAMI, .FLORIDA COUNTED BY: MAXIE ESPINOSA NOT STrNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00080157 Start Date: 09/23/08 File I.D. : 12STBISC Page 1 ---- `----------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD (BISCAYNE BOULEVARD INE 12TH STREET From North IFrom South lFrom West Thru Right I UTurn Left Thru I UTurn Left Right I Total Date 09/23/08 ---------------------------------------------------------- 16:00 215 91 I 0 1 275 0 0 0 582 16:15 187 87 0 1 273 0 0 0 548 16:30 199 69 0 9 312 0 0 0 589 16:45 208 88 0 4 298 1 0 0 0 598 Hr Total 809 335 0 15 1158 0 0 0 2317 17:00 264 114 0 4 339 0 0 0 720 17:15 249 88 0 5 352 0 0 0 694 17:30 236 99 0 7 410 0 0 0 752 17:45 211 80 0 0 389 0 0 0 680 Hr Total 960 381 0 16 1489 0 0 0 I 2846 -------------------------------------------------------------------------------- *TOTAL* 1769 716 1 0 31 2647 I 0 0 0 1 5163 TRAFFIC SURVEY SPECIALISTS, INC. 4E 12TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 4IAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/23/08 =NTED BY: MAXIE ESPINOSA (561) 272-3255 FAX (561) 272-4381 File I.D. 12STBISC 40T S?-NALIZED Page 2 ALL VEHICLES ----------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD BISCAYNE BOULEVARD INE 12TH STREET From North lFrom South (From west Thru Right I UTurn Left Thru I UTurn Left Right I Total )ate 09/23/08 ---------------------------------------------------------------------------------------------------------- ?eak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/23/08 ?eak start 17:00 1 17:00 1 17:00 lolume 960 381 1 0 16 1489 1 0 0 0 ?ercent 72% 28% 1 0% 1% 99% 1 096 0% 0% ?k total 1341 I 1505 1 0 iighest 17:00 1 17:30 1 16:00 lolume 264 114 1 0 7 4.10 1 0 0 0 1 3i total 378 1 417 ( 0 ?HF .89 1 .90 1 .0 1 q( ,�TH STREET 16 0 397 381 • 0 0 BISCAYNE BOULEVARD • 381 • 960 0 1,489 0 381 960 0 1,489 1 1,341 � � 2,830 � 0 0 W • ALL VEHICLES 397 Intersection Total 2,846 2,465 F-- 1,505 - 0 • 16 • 1,489 960 0 ------ ------ ------ 960 16 1,489 BISCAYNE BOULEVARD 0 L 0 LsT cc NE 11TH TERRACE & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: CHUCK VAN VLIET SIGNAM ZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00080157 Start Date: 09/17/08 File I.D. 11TEBISC Page 1 ----------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD I--------- JBISCAYNE BOULEVARD INE 11TH TERRACE From North IFrom East lFrom South lFrom 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 I 0 0 0 0 0 0 221 89 I 0 78 0 14 I 573 16:15 1 0 184 0 0 0 0 0 0 0 280 108 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 0 0 10.15 362 0 257 0 57 2479 17:00 0 0 214 0 0 0 0 0 0 0 267 125 I 0 62 0 6 674 17:15 0 0 216 0 I 0 0 0 0 I 0 0 323 101 0 82 0 8 730 17:30 0 0 265 0 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 I 0 0 0 0 0 0 1162 443 0 318 0 34 2841 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 2 0 1670 0 1 0 0 0 0 I 0 0 2177 805 1 0 575 0 91 I 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 SIGNALIZED Page 2 ALL VEHICLES ------------------------------------------------------ BISCAYNE BOULEVARD I--------- (BISCAYNE BOULEVARD INE 11TH TERRACE From North (From East lFrom 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 09/17/08--------------------------------- -------------------------------------------------------------------------------------- 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 0 0 884 0 I 0 0 0 0 I 0 0 1162 443 I 0 318 0 34 I Percent 0% 0% 100% 0% I 0% 08 0% 016 I 0% 0% 72% 289, I 0% 90% 0% 10% I Pk total 884 I 0 I 1605 I 352 I Highest 17:30 I 16:00 I 17:15 I 17:45 I Volume 0 0 265 0 I 0 0 0 0 I 0 0 323 101 I 0 91 0 16 I Hi total 265 I 0 I 424 I 107 PHF .83 I .0 I .95 I .82 Nr '.1. TH TERRACE 0 0 0 0 318 0 0 318 • 0 0 0 0 • 3-4 0 443 34 BISCAYNE BOULEVARD • 0 • 884 • 0 318 1,162 0 0 884 0 1,480 884 { 2,364 • ALL VEHICLES 0 352 443 352 Intersection Total 2,841 2,523 0 0 1,162 • 44 884 34 ------ ------ ------ ----- 918 0 1,162 44 BISCAYNE BOULEVARD 0 0 0 0 • 0 0 0 443 0 443 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 COUNTED BY: CHUCK VAN VLIET (561) 272-3255 FAX (561) 272-4381 File I.D. 11TEBISC SIGNALIZED Page 1 PEDESTRIANS ---'------------------------------------------------------------------------------------------------------------------------------ BISCAYNE BOULEVARD I--------- IBISCAYNE BOULEVARD INE 11TH TERRACE From North lFrom East lFrom South (From 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 Date 09/17/08 ---------------------------------------------- ------------------------------------------------------------------------ 16:00 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 I 4 16:15 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 12 13 16:30 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2 16:45 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 9 10 Hr Total 0 0 0 2 0 0 0 3 0 0 0 0 0 0 0 24 29 17:00 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 1 3 17:15 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 4 4 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 17:45 0 0 0 0 0 0 0 0 I 0 0 0 0 I 0 0 0 0 0 Hr Total 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 6 8 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 0 0 2 1 0 0 0 5 1 0 0 0 0 1 0 0 0 30 1 37 Vkokia-Vk C'. S-ev-�n,u (02✓ 1$ .Zoo � �b(A(O,U,joU.t.i stn Si� /1aLi zec�, TRAFFIC SURVEY SPECIALISTS, INC. HE it 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. 11STBISC SIGNALIZED Page 1 ALL VEHICLES BISCAYNE BOULEVARD I ------ JBISCAYNE BOULEVARD INE 11TH STREET From North (From East jFroM South jFroM West UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date09/16/08 ------------------------------------------------------ 16:00 0 0 203 3 1 0 0 0 0 0 16 360 0 1 0 1 0 4 1 587 16:15 0 0 225 8 0 0 0 0 1 16 349 0 0 1 0 3 1 603 16:30 2 0 222 5 0 0 0 0 2 10 341 0 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 0 0 0 0 9 53 1431 0 0 6 0 9 2440 17:00 2 0 250 1 0 0 0 0 3 19 448 0 0 0 0 0 I 723 17:15 1 0 300 3 0 0 0 0 1 19 486 0 0 0 0 3 813 17:30 1 0 254 2 0 0 0 0 I 1 24 456 0 0 2 0 2 742 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 0 0 0 0 7 75 1827 0 0 3 0 9 2946 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 8 0 1916 33 1 0 0 0 0 1 16 128 3258 0 1 0 9 0 18 1 5386 K 11TH STREET 82 0 95 13 • 3 3 • 0 I 0 BISCAYNE BOULEVARD • 13 • 1,007 • 5 3 1,827 0 13 1,007 5 1,830 1, 025 1 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 • 0 0 TRAFFIC SURVEY SPECIALISTS, INC. • 0 0 ' NE 11 STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE 0 0 Site Code : 00080157 MIAMI, FLORIDA 5 0 DELRAY BEACH, FLORIDA 33444 0 Start Date: 09/16/08 COUNTED BY: ISIDRO GONZALEZ (561).272-3255 FAX (561) 272-4381 .File I.D. 11STBISC SIGNALIZED Page 2 ALL VEHICLES ---` --------------------- BISCAYNE BOULEVARD —------------------------------------------ ------ ----------------------------------------------------------- JBISCAYNE BOULEVARD INE 11TH STREET From North IFrom East lFrom South 1prom West 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 1 17:00 I 17:00 Volume 5 0 1007 13 1 0 0 0 0 1 7 75 1827 0 1 0 3 0 9 Percent 0-w 0% 9896 1 0% 0W 0%. 0% 1 0& 4% 96% 0% 1 0% 25% 0% 75� Pk total 1025 I 0 I 1909 1 12 Highest 17:15 16:00 1 17:15 I 17:45 Volume 1 0 300 3 1 0 0 0 0 1 1 19 486 0 1 0 1 0 4 1 Hi total 304 1 0 1 506 1 5 PHF .84 1 .0 1 .94 1 .60 I K 11TH STREET 82 0 95 13 • 3 3 • 0 I 0 BISCAYNE BOULEVARD • 13 • 1,007 • 5 3 1,827 0 13 1,007 5 1,830 1, 025 1 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 • 0 0 • 0 0 • 0 0 5 5 0 0 TRAFFIC SURVEY SPECIALISTS, INC. RE 11 STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 141AMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 COUNTED BY: ISIDRO GONZALEZ (561) 272-3255 FAX (561) 272-4381 File I.D. 11STBISC SIGNTiT T',ED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD I------ IBISCAYNE BOULEVARD INE 11TH STREET From North (From East (From South (From 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 Date 09/16/08 ----------------------------------- 16:00 0 0 0 0 I 0 0 0 0 I 0 0 0 4 I 0 0 0 0 I 4 16:15 0 0 0 0 I 0 0 0 0 I 0 0 0 6 I 0 0 0 3 I 9 16:30 0 0 0 4 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 4 16:45 0 0 0 0 I 0 0 0 0 I 0 0 0 1 I 0 0 0 2 3 gr Total 0 0 0 4 I 0 0 0 0 I 0 0 0 11 I 0 0 0 5 20 17:00 0 0 0 0 0 0 0 0 I 0 0 0 1 I 0 0 0 1 I 2 17:15 0 0 0 1 I 0 0 0 0 I 0 0 0 1 I 0 0 0 l 3 17:30 0 0 0 0 I 0 0 0 0 I 0 0 0 0 0 0 0 0 0 17:45 0 0 0 2 0 0 0 0 I 0 0 0 0 0 0 0 3 5 gr Total 0 0 0 3 0 0 0 0 I 0 0 0 2 0 0 0 5 I 10 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 0 0 7 I 0 0 0 0 I 0 0 0 13 I 0 0 0 10 I 30 -v y r.. Z) III A, Li I Setewuoer (,Z( 2068 -�(ucubl.VOcJ, .l.tl(5 ra vt,o-(- S ,9 v,au zed ovt,tc KC) FLo,SU-k, 01 NE 8TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00080157 Start Date: 09/16/08 File I'.D.. 8ST BISC Page 1 ----------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 8TH STREET IBISCAYNE BOULEVARD INE 8TH STREET I From North (From 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 5 8 175 5 I 0 4 4 - 8 I 1 4 309 12 I 0 15 5 5 I 560 16:15 2 11 182 10 I 0 3 4 13 I 3 5 315 9 I 0 10 7 5 I 579 16:30 4 13 204 4 I 0 2 3 5 I 1 6 301 8 I 0 19 9 3 I 582 16:45 3 12 216 9 0 6 3 15 3 3 328 12 I 0 12 6 2 630 Hr Total 14 44 777 28 I 0 15 14 41 I 8 18 1253 41 I 0 56 27 15 I 2351 17:00 4 8 202 5 I 0 6 14 14 I 1 9 398 6 I 0 12 6 5 I 690 17:15 9 7 270 14 I 0 1 9 17 I 0 6 412 9 I 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 0 10 4 1 633 Hr Total 22 31 865 36 I 0 11 34 57 I 2 24 1626 32 I 0 49 17 11 I 2817 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 36 75 1642 64 I 0 26 48 98 I 10 42 2879 73 I 0 105 44 26 I 5168 Nr 'TH STREET 26 34 96 36 • 49 49 • 17 17 11 BISCAYNE BOULEVARD • 36 • 865 53 49 1,626 57 36 865 53 1,732 t 954 ) 2,686 • ALL VEHICLES 102 173 204 77 Intersection Total 2,817 2,571 r- 1,684 - 11 26 • 1,626 865 11 ------ ------ ------ 887 26 1,626 BISCAYNE BOULEVARD 3 3 • 57 57 TRAFFIC SURVEY SPECIALISTS, INC. • 34 34 NE 8TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE 11 11 Site Code : 00080157 MIAMI, FLORIDA 53 102 DELRAY BEACH, FLORIDA 33444 Start Date: 09/16/08 COUNTED BY: LUIS PALOMINO (561) 272-3255 FAX (561) 272-4381 File I.D. 8ST DISC SIGIP'IZED Page 2 -, ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 8TH STREET IBISCAYNE BOULEVARD INE 8TH 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 Right I I UTurn Left Thru Right I 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 I 17:00 I 17:00 I 17:00 I Volume 22 31 865 36 I 0 11 34 57 I 2 24 1626 32 I 0 49 17 11 I Percent 216 3% 91% 4% I 09d 11% 33% 56% I 05k 1% 97% 29, I 096 64% 22% 14% I Pk total 954 I 102 I 1684 I 77 I Highest 17:15 I 17:00 I 17:30 I 17:00 I Volume 9 7 270 14 I 0 6 14 14 I 0 7 432 10 I 0 12 6 5 I Hi total 300 I 34 I 449 I 23 PHF .80 I .75 I .94 I .84 Nr 'TH STREET 26 34 96 36 • 49 49 • 17 17 11 BISCAYNE BOULEVARD • 36 • 865 53 49 1,626 57 36 865 53 1,732 t 954 ) 2,686 • ALL VEHICLES 102 173 204 77 Intersection Total 2,817 2,571 r- 1,684 - 11 26 • 1,626 865 11 ------ ------ ------ 887 26 1,626 BISCAYNE BOULEVARD 3 3 • 57 57 • 34 34 • 11 11 53 102 17 NE 8TH STREET 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 COUNTED BY: LUIS PALOMINO (561) 272-3255 FAX (561) 272-4381 File I.D. 8ST_BISC SIGNALIZED Page 1 ---' ----------------------------------------------------------------------------------------------------------------------------- PEDESTRIANS BISCAYNE BOULEVARD INE 8TH STREET JBISCAYNE BOULEVARD INE 8TH STREET From North Irrom East (From 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 1.0 1 0 0 0 1 21 16:15 0 0 0 5 I 0 0 0 5 0 0 0 6 0 0 0 4 I 20 16:30 0 0 0 4 0 0 0 5 0 0 0 10 0 0 0 0 19 16:45 0 0 0 13 0 0 0 2 0 0 0 5 0 0 0 4 24 Hr Total 0 0 0 26 0 0 0 18 0 0 0 31 0 0 0 9 84 17:00 0 A 0 2 0 0 0 7 0 0 0 7 0 0 0 7 23 17:15 0 0 0 6 0 0 0 7 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 0 0 0 1 0 0 0 8 0 0 0 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 I 0 0 0 35 1 0 0 0 67 1 0 0 0 25 1 166 vi .,r, ]I v , f N C- S. U w 1A, I{tfFlt I i INliawtL 52�fierubeC l8 � 20'8 S� I Aaut zeA �T 'TH STREET 252 595 993 146 • 0 0 • 0 BISCAYNE BOULEVARD • 146 • 799 2 0 1,560 122 146 799 2 1,682 947 2,629 • ALL VEHICLES 829 993 831 0 0 El Intersection Total 3,588 2,723 F- 1,812 112 • 252 • 1,560 799 0 911 252 1,560 BISCAYNE BOULEVARD 122 122 TRAFFIC SURVEY SPECIALISTS, INC. • 595 595 VE 6TH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE 112 112 Site Code : 00080157 hIAMI, FLORIDA 2 0 DELRAY BEACH, FLORIDA 33444 0 Start Date: 09/16/08 COUNTED BY: DANNY CARDONA (561) 272-3255 FAX (561) 272-4381 File I.D. 6ST BISC SIGNALIZED Page 2 i ALL VEHICLES ----'--------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 6TH STREET (BISCAYNE BOULEVARD INE 6TH STREET —------------ From North (From East From South lFrom West I UTurn Left Thru Right I I UTurn I Left Thru Right I UTurn Left Thru Right I I UTurn Left Thru Right I 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 I 17:00 I 17:00 I 17:00 I Volume 2 0 799 146 I 0 112 595 122 I 9 243 1560 0 I 0 0 0 0 I Percent 0% 0% 84% 15% I 0% 14% 7296 15% I 0% 13% 86% 0% I 0% 0% 0% 0% I Pk total 947 I 829 I 1812 I 0 I 3ighest 17:15 I 17:00 I 17:30 I 16:00 I Volume 1 0 223 56 I 0 33 234 39 I 3 55 413 0 I 0 0 0 0 3i total 280 I 306 I 471 I 0 I PHF .85 I .68 I .96 I .0 �T 'TH STREET 252 595 993 146 • 0 0 • 0 BISCAYNE BOULEVARD • 146 • 799 2 0 1,560 122 146 799 2 1,682 947 2,629 • ALL VEHICLES 829 993 831 0 0 El Intersection Total 3,588 2,723 F- 1,812 112 • 252 • 1,560 799 0 911 252 1,560 BISCAYNE BOULEVARD NE 6TH STREET 122 122 • 595 595 • 112 112 2 2 0 0 NE 6TH STREET VE 6TH STREET & BISCAYNE BOULEVARD 4IAMI, FLORIDA 2OUNTED BY: DANNY CARDONA SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00080157 Start Date: 09/16/08 File I.D. : 6ST_BISC Page 1 ---.-------------------- BISCAYNE BOULEVARD ---------------------------------------------------------------- INE 6TH STREET JBISCAYNE BOULEVARD -- -- INE 6TH ----------------------------- STREET From North IFrom East (From 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 09/16/08 ---------------------------------------------- ------------------------------------------------------------------------ 16:00 1 0 170 25 1 0 15 206 45 I 2 41 298 0 I 0 0 0 0 803 16:15 3 0 173 20 0 10 158 33 ( 3 42 307 0 0 0 0 0 I 749 16:30 2 0 172 29 0 22 165 34 3 36 268 0 0 0 0 0 731 16:45 0 0 208 28 0 22 140 34 1 39 316 0 0 0 0 0 788 Jr Total 6 0 723 102 0 69 669 146 9 158 1189 0 0 0 0 0 3071 17:00 1 0 200 34 0 33 234 39 0 66 373 0 0 0 0 0 980 17:15 1 0 223 56 0 24 120 31 4 65 398 0 0 0 0 0 922 17:30 0 0 180 37 0 25 123 28 3 55 413 0 0 0 0 0 864 17:45_ 0 0 196 19 0 30 118 24 2 57 376 0 0 0 0 0 822 Ir Total 2 0 799 146 0 112 595 122 9 243 1560 0 0 0 0 0 3588 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 8 0 1522 248 1 0 181 1264 268 1 18 401 2749 0 1 0 0 0 0 ] 6659 VE 6TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA 2OUNTED BY: DANNY CARDONA SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00080157 Start Date: 09/16/08 File I.D. 6ST BISC Page 1 -------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 6TH STREET JBISCAYNE BOULEVARD INE 6TH STREET From North lFrom East (From South lFrom 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 10 1 0 0 0 8 1 0 0 0 1 I 0 0 0 6 25 16:15 0 0 0 10 I 0 0 0 12 0 0 0 2 0 0 0 4 I 28 16:30 0 0 0 3 0 0 0 13 0 0 0 1 1 0 0 0 0 17 16:45 0 0 0 7 0 0 0 5 0 0 0 2 0 0 0 3 17 Ar Total 0 0 0 30 0 0 0 38 0 0 0 6 0 0 0 13 87 17:-00 0 0 0 9( 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 I 0 0 0 6 35 17:30 0 0 0 3 0 D 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 it 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 I 0 0 0 9 1 0 0 0 — ---------- 42 I 196 v�bw�< <�rtda ��v�au Zed TRAFFIC SURVEY SPECIALISTS, INC. VE STH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/17/08 2OUNTED BY: KEVIN MCNALLY (561) 272-3255 FAX (561) 272-4381 File I.D. : 5ST_BISC SIGND .Page 1 ALL VEHICLES -------`----------------------------------------------------------------------------------------------------------------------------- 13ISCAYNE BOULEVARD INE 5TH STREET IBISCAYNE BOULEVARD :INE 5TH STREET From North (From 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 Right I I Total Date09/17/08 ----------------------------------------------------------------------------------------------------------------------- 16:00 4 23 173 0 I 0 0 0 0 I 0 0 295 10 I 0 36 28 11 I 580 16:15 1 25 162 0 I 0 0 0 0 I 0 0 300 8 I 8 44 29 16 I 585 16:30 1 20 179 0 I 0 0 0 0 I 0 0 276 8 I 0 45 21 22 I 572 16:45 2 2 13 13 211 211 0 0 0 0 0 0 016:45 0 0�0 0 308 308 10 10 0 0 39 39 19 19 14 14 6160 616 Sr Total 8 81 725 0 I 0 0 0 0] 0 0 1179 36 I 0 164 97 63 I 2353 17:00 2 18 181 0 I 0 0 0 0 I 0 0 320 7 I 0 52 9 18 I 607 17:15 1 24 200 0 I 0 0 0 0 I 0 0 383 10 I 0 43 34 23 I 718 17:30 5 17 218 0 I 0 0 0 0 I 0 0 379 13 I 0 58 15 29 I 734 17:45 1 1 23 23 218 218 0�0 017:45 0 0 0 0�0 0�0 0 0 338 338 130 130 38 38 11 11 166580 16658 3r Total 9 82 817 0 I 0 0 0 0 I 0 0 1420 43 I 0 191 69 86 I 2717 ------------------------------------------------------------------------------------------------------------------------------------ kTOTAL* 17 163 1542 0 I 0 0 0 0 I 0 0 2599 79 I 0 355 166 149 I 5070 TRAFFIC SURVEY SPECIALISTS, INC. VE STH STREET & BISCAYNE BOULEVARD 624 GARDENIA TERRACE Site Code : 00080157 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 09/17/08 COUNTED BY: KEVIN MCNALLY (561) 272-3255 FAX (561) 272-4381 File I.D. 5ST_BISC SIGNA7•T7,ED Page 2 /r� ALL VEHICLES ----- ----------------------------------------------- — ------------------------- BISCAYNE BOULEVARD INE 5TH STREET JBISCAYNE BOULEVARD INE 5TH STREET From North (From East IFrom South IFrom West I I I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date09/17/08 -------------------------------------------------------------------- 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 17000 I 17:00 Volume 9 82 817 0 I 0 0 0 0 I 0 0 1420 43 'I 0 191 69 86 I Percent 18 9% 901; 0% I 0% 0% 0% 0w 1 096 0% 97% 39 I 0% 55% 20% 25% Pk total 908 I 0 I 1463 I 346 3ighest 17:45 ( 16:00 1 17:15 I 17:30 I Volume 1 23 218 0 0 0 0 0 1 0 0 383 10 j 0 58 15 29 ii total 242 I 0 I 393 I 102 PHF .94 I .0 1 .93 I .85 I Kr TH 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 1 908 --- i 1 2,519 ( • ALL VEHICLES 0 346 203 346 Intersection Total - 2,717 2,366 �---- 1,463 - 0 0 • 1,420 817 86 ------ ------ ------- 903 0 1,420 BISCAYNE BOULEVARD 43 43 • 0 0 • 0 0 • 0 0 91 203 69 43 NE 5TH STREET 9E 5TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA 2OUNTED BY: KEVIN MCNALLY 3IGNAT -QED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code :00080157 Start Date: 09/17/08 File I.D. SST RISC Page 1 ------------------------------------------------------------------------------------------------------------------------------------- BISCAYNE BOULEVARD INE 5TH STREET IBISCAYNE BOULEVARD INE 5TH STREET From North IFrom 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 Peds I Total Date09/17/08 --------------------------------------------------------------------------------------------------------------- 16:00 0 0 0 0 I 0 0 0 5 1 0 0 0 0 0 0 0 1 6 16:15 0 0 0 1 1 0 0 0 5 1 0 0 0 3 0 0 0 10 19 16:30 0 0 0 2 0 0 0 9 1 0 0 0 0 0 0 0 10 I 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 0 0 0 23 0 0 0 4 0 0 0 27 57 17:00 0 0 0 0 0 0 0 8 I 0 0 0 1 0 0 0 2 11 17:15 0 0 0 0 0 0 0 9 I 0 0 0 5 0 0 0 10 I 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 I 0 0 0 31 0 0 0 10 I 0 0 0 19 I 60 ------------------------------------------`----------------------------------------------------------------------------------------- *TOTAL* 0 0 0 3 1 0 0 0 54 1 0 0 0 14 1 0 0 0 46 ( 117 c9acro k-44 ) , , IVvl�l � �iT Lot vd) SST- 3> sT 3> I I I �IV�iGl4lrl i � �C.o<<ci G�, Q.w vl bu :-�k'a � 8 fieri N Si�Yt aCi �ec� A7I side 1111 Adjusted Traffic Counts DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Museum Park Biscayne Boulevard between 1-395 and NE 6 Street Traffic Survey Specialists, Inc. BEGIN 08:15 AM NORTHBOUND 7.4% TIME 11 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 7 14 12 11 44 05:00 AM 19 16 31 37 103 06:00 AM 52 66 78 107 303 07:00 AM 126 114 153 178 571 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 01:00 PM 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 1 107 475 24-HOUR TOTAL 18 560 NORTHBOUND Project No.: Count Date: BEGIN 08:15 AM SOUTHBOUND 7.4% TIME 11st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 35 54 38 37 164 01:00 AM 28 16 14 31 89 02:00 AM 25 12 15 12 64 03:00 AM 10 13 11 13 04:00 AM 21 13 11 32 05:00 AM 36 51 73 117 06:00 AM 122 144 177 242 01794 07:00 AM 201 279 347 375 08:00 AM 366 453 505 470 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 107 122 82 95 406 11:00 PM 11 84 1 70 58 74 286 24-HOUR TOTAL 17,046 DAILY TRAFFIC COUNT SUMMARY AM Peak Hour: Time: 11:45 AM Volume: 1,314 AM Peak Hour: PM Peak Hour: Time: 05:15 PM Volume: 1,619 PM Peak Hour: NORTHBOUND AND SOUTHBOUND AM Peak Hour: Time: 08:15 AM K -factor; 7.4% D -factor: 70.6% SB PM Peak Hour: Time: 05:00 PM K -factor: 7.5% D -factor: 59.2% NB 08162 9/17/2008 Time: 08:15 AM Volume: 1,868 Time: 12:15 PM Volume: 1,190 Volume: 2,646 PHF: 0.95 Volume: 2,653 PHF: 0.96 DAVID PLUMMER & 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 I K -factor: EASTBOUND D -factor: 62.1% E 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 1 36 33 40 138 01:00 PM 31 44 42 34 151 02:00 PM 29 30 34 29 122 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 L 12 4 7 2 25 24-HOUR TOTAL a200 EASTBOUND Project No.: Count Date: BEGIN 07:30 AM K -factor: WESTBOUND D -factor: 62.1% E TIME 11st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 8 3 8 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 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 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 AM Peak Hour: Time: 07:30 AM Volume: 223 AM Peak Hour: PM Peak Hour: Time: 04:30 PM Volume: 174 PM Peak Hour: EASTBOUND AND WESTBOUND AM Peak Hour: Time: 07:30 AM K -factor: 9.4% D -factor: 62.1% E PM Peak Hour: Time: 04:30 PM K -factor: 8.2% D -factor: 55.9% E 08162 Time: 08:00 AM Volume: 140 Time: 03:15 PM Volume: 138 Volume: 359 PHF: 0.93 Volume: 311 PHF: 0.87 DAVID PLUMMER &ASSOCIATES, INC. Project Name: Museum Location: Biscayn( Observer: Traffic S TURNING MOVEMENT COUNTS Boulevard Inc. Project Number: Count Date: Day of Week: NE 13 Street 08162 9/23/2008 Tuesday TIME NORTHBOUND L T R TOTAL NORTHBOUND—1 EASTBOUND L I T I R TOTAL 0 0 0 N/A 11 SOUTHBOUND GRAND TOTAL 0 97 EASTBOUND 98 1185 0 O 81 WESTBOUND GRAND INTERVAL 04:00 PM 04:15 PM L IT R 24 244 0 TOTAL 1268 L I T 0 F TOTAL 202 L I T I R 0 0 0 ITOTALI 0 L I T I R 92 25 38 FTUT--ALI 155 TOTAL 625 04:15 PM 04:30 PM 13 267 0 280 0 169 0 0 0 0 89 20 32 141 590 04:30 PM 04:45 PM 27 260 0 287 flE 3175 0 0 0 0 82 18 25 125 587 04:45 PM 05:00 PM 05:00 PM 05:15 PM 27 258 0 29 294 0 285 �i23 4 0 257 196 261 0 0 0 0 0 0 0 0 100 21 28 115 21 36 149 172 630 05:15 PM 05:30 PM 27 319 0 �i46 0 216E21 217 0 0 0 0 114 33 27 174 05:30 PM 05:45 PM 23 369 0 X392 0 217 222 0 0 0 0 103 20 20 143 M675 05:45 PM 06:00 PM 24 334 0 1358 0 178 180 0 0 0 0 96 20 21 137 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Biscayne Boulevard NE 13 Street TIME INTERVAL NORTHBOUND L T R TOTAL SOUTHBOUND L I T I R TOTAL EASTBOUND L I T I R TOTAL 0 0 0 N/A 11 WESTBOUND L T R TOTAL 400 90 115 604 0.86 GRAND TOTAL 0 97 PEAK HOUR FACTOR 104:00 PM 1 06:00 PM 98 1185 0 O 81 0 S10 10 11 08 �S Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 DAVID PLUMMER &ASSOCIATES, INC. Project Name: Location: Observer: TURNING MOVEMENT COUNTS Museum Park Biscayne Boulevard / NE 12 Street Traffic Survey Specialists, Inc. Biscivne Boulevard Project Number: 08162 Count Date: 9/23/2008 Day of Week: Tuesday NE 12 Street TIME NORTHBOUND L T I R TOTAL NORTHBOUND I EASTBOUND F—LI T I R TOTALF SOUTHBOUND GRAND TOTAL EASTBOUND 0 1352 1 0 1352 0 894 362 1255 WESTBOUND GRAND INTERVAL 11 04:00 PM 04:15 PM L I TR 0 276 0 TOTAL X76 L I T R 0 215 91 TOTALI 306 L I T 0 0 0 0 L I T I R 0 0 0 TOTAL 0 TOTAL 582 04:15 PM 04:30 PM 0 274 0 A74 0 187E69 7 274 0 0 0 0 0 0 0 0 548 04:30 PM 04:45 PM 0 321 0 3�1 0 199 268 0 0 0 0 0 0 0 0 589 04:45 PM 05:00 PM 05:00 PM 05:15 PM 0 302 0 0 342 0 302 342 0 208 88 0 264 114 296 378 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 598 05:15 PM 05:30 PM 0 357 0 357 0 249 88 337 0 0 0 0 0 0 0 0 694 05:30 PM 05745 PM 0 417 0 417 0 236 E99 335 0 0 0 0 0 0 0 0 F720 752 05:45 PM 06:00 PM 0 389 0 3189 0 211 80 291 0 0 0 0 0 0 0 0 680 AVEGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Boulevard NE 12 Street TIME INTERVAL NORTHBOUND L T I R TOTAL SOUTHBOUND FLI T I R TOTAL EASTBOUND F—LI T I R TOTALF WESTBOUND L T R TOTAL GRAND TOTAL 04:00 PM 06:00 PM 0 1352 1 0 1352 0 894 362 1255 1 0 1 0 1 0 0 0 0 0 0 2608 PEAK HOUR FACTOR 1 0!80 1 0.82 N/A2 N/A 0.95 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 DAVID PLUMMER & ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Location: Biscayne Boulevard / NE 11 Te Observer: Traffic Survey Specialists, Inc. ne Boulevard Project Number: 08162 Count Date: 9/17/2008 Day of Week: Wednesday NE 11 Terrace TIME NORTHBOUND NORTHBOUND I EASTBOUND SOUTHBOUND GRAND EASTBOUND L I T R TOYAL L T R TOTAL WESTBOUND GRAND INTERVAL 04:00 PM 04:15 PM L T R 0 221 89 TOTAL $ L I T R 0 171 0 TOTALI L I T FR 14 TOTALI 92 L T 0 0 0 F—TOTALI 0 TOTAL 573 PM 04:30 PM 0 280 108 1 184 0 FE[mo 13 66 _ 0 0 0 0 639 04:30 PM 04:45 PM 0 251 89 1 193 E04:15 0 14 81 0 0 0 0 615 04:45 PM 05:00 PM 05:00 PM 05:15 PM 0 263 76 0 267 392 0 238 0 0 214 0 16 5 75 67 0 0 I 0 0 0 0 0 0 652 05:15 PM 05:30 PM 0 323 1 J5 424 0 216 80 0 0 0 05:30 PM 05:45 PM 0 287 2 399 0 265DoilIFF0 4 87 0 0 0 0 It 05:45 PM 06:00 PM 0 285 105 3190 0 189 16 107 0 0 0 0 AVEGEPM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Boulevard NE 11 Terrace TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L I T R TOYAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 104:00 PM 1 06:00 PMPEAK 0 1100 407 106$$ 1 843 0 291 0 45 0 0 0 HOUR FACTOR OS 79 03 78 N/A 0687 95 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 DAVID PLUMMER &ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Museum Park Location: Biscayne Boulevard / NE 11 Street Observer: Traffic Survey Specialists, Inc. Boulevard Project Number: 08162 Count Date: 9/16/2008 Day of Week: Tuesday 11 Street TIME T R TOTAL NORTHBOUND I EASTBOUND L r T I R TOTAL SOUTHBOUND GRAND TOTAL EASTBOUND 73 1645 0 0784 WESTBOUND GRAND INTERVAL 04:00 PM 04:15 PM L T R 16 360 0 TOTAL 376 L I T R 0 203 3 TOTAL 206 L T R 0 4 TOTAL 5 L I T R 0 0 TOTAL 0 TOTAL 587 04:15 PM 04:30 PM 17 349 0 366 0 225 8 233 El 0 3 4 0 0 0 603 04:30 PM 04:45 PM 12 341 0 353 2 222 5 229 0 2 4 ZO 0 0 0 586 04:45 PM 05:00 PM 05:00 PM 05:15 PM 17 381 0 22 448 0 398 4lu 1 259 4 2 250 1 264 253 _ 0 0 0 0 0 2 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 E0 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 Boulevard NE 11 Street TIMENORTHBOUND INTERVALJ11 T R TOTAL SOUTHBOUND L T R TOTAL EASTBOUND L r T I R TOTAL WESTBOUND L T R TOTAL GRAND TOTAL PEAK HOUR FACTOR 104:00 PM 1 06:00 PM 73 1645 0 0784 4 968 17 09 $9 1 J1 5 0 9 [ 0140I 0 0 0 N/A E1 27 0.91 Note: 2007 FDOT Peak Seasonal Weeldly Volume Factor = 1.01 DAVID PLUMMER R ASSOCIATES, INC. Project Name: Location: Observer: TURNING MOVEMENT COUNTS Museum Park Biscayne Boulevard / NE 8 Street Traffic Survev Specialists, Inc. Boulevard Project Number: Count Date: Day of Week: NE 8 Street 08162 9/16/2008 Tuesday T TIME NORTHBOUND L T R TOjTAL 26 1454 37 1517 1 0184 NORTHBOUND EASTBOUND L T R TOTAL 54 22 13 89 0.71 SOUTHBOUND GRAND TOTAL 2611 0.91 EASTBOUND WESTBOUND GRAND INTE 04:00 PM 04:15 PM I L IT R 5 309 12 TOTAL 3�6 L I T R 13 175 5 TOTALI 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 3�i2 13 182 10 205 W126 5 22 3 4 13 20 579 04:30 PM 04:45 PM 7 301 8 316 17 204 4 225 3 31 2 3 5 10 582 04:45 PM 05:00 PM 05:0o PM o5:15 PM 6 328 12 10 398 6M304 3!46 15 216 9 12 202 5M26 240 2 12 6 5 20 23 6 3 15 6 14 14 24 34 630 690 05:15 PM 05:30 PM 6 412 916 270 1418 3 2 23 1 9 17 27 777 05:30 PM 05:45 PM 7 432 1015 203 8 9 4 3 16 2 9 15 26 717 05:45 PM 06:00 PM 3 384 710 190 9 10 4 1 15 2 2 11 15 633 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Boulevard NE 8 Street TIME INTERVAL NORTHBOUND L T R TOjTAL 26 1454 37 1517 1 0184 SOUTHBOUND L I T R 1 TOTALI 57 829 1 32 918 1 0.76 EASTBOUND L T R TOTAL 54 22 13 89 0.71 WESTBOUND L I T I R TOTAL 13 1 24 1 49 87 10.63 GRAND TOTAL 2611 0.91 04:00 PM 106:00 PM PEAK HOUR FACTOR Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 DAVID PLUMMER &ASSOCIATES, INC. Project Name: Museum Location: Biscayn( Observer: Traffic S TURNING MOVEMENT COUNTS / NE 6 Street ists, Inc. Biscavne Boulevard Project Number: Count Date: Day of Week: NE 6 Street nAinq 71 101 GVVV Tuesday 1 TIME NORTHBOUND NORTHBOUND 11 SOUTHBOUND GRAND EASTBOUND L T R TOTAL L T R TOTAL WESTBOUND GRAND INTERVAL71 04:00 PM 04:15 PM L I— T I R ITOTALI 43 298 0 341 L I T R 1 170 25 TOTALI 196 L I T R 0 0 TOTALI 0 L I T R 15 206 45 TOTALI 266 TOTAL 803 04:15 PM 04:30 PM 45 307 0 352 3 173 20 196 0.70 0 0 0 10 158 33 201 749 04:30 PM 04:45 PM 39 268 0 307 2 172 29 203 SO 0 0 0 22 165 34 221 731 04:45 PM 05:00 PM 05:00 PM 05:15 PM 40 316 0 66 373 0 356 X439 0 208 28 1 200 34 236 235 0 0 0 0 0 0 0 22 140 34 33 234 39 196 306 788 980 05:15 PM 05:30 PM 69 398 0 467 1 223 56 280 0 0 0 0 24 120 31 175 922 05:30 PM 05:45 PM 58 413 0 471 0 180 37 217 0 0 0 0 25 123 28 176 864 05:45 PM 06:00 PM 59 376 0 435 0 196 19 215 0 0 0 0 30 118 24 172 822 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON ne Boulevard NE 6 Street TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T I R TOTAL L T TOTAL TOTAL 04:00 PM 1 06:00 PM 212 1389 1 0 100 4 769 1 125 898 0 0 0 92 638 1 135 866 3363 PEAK HOUR FACTOR 0.84 0.79 0.70 0.92 Note: 2007 FDOT Peak Seasonal Weeklv Volume Factor = 1.01 DAVID PLUMMER &ASSOCIATES, INC. Project Name: Location: Observer: TURNING MOVEMENT COUNTS Museum Park Biscayne Boulevard / NE 5 Street e Boulevard Inc. Project Number: 08162 Count Date: 9/17/2008 Day of Week: Wednesday NE 5 Street TIME NORTHBOUND NORTHBOUND I EASTBOUND SOUTHBOUND GRAND EASTBOUND L T R TOTAL L T R TOTAL WESTBOUND GRAND INTERVAL 04:00 PM 04:15 PM L IT R 0 295 10 TOTAL $05 L I T R 27 A 0 TOTAL 27 L T R 36 28 11 TOTAL 75 L I T I R IFTUTAL1 0 0 0 0 TOTAL 407 04:15 PM 04:30 PM 0 300 8 808 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 7 818 327 15 211 0 20 181 0 226 201 39 19 14 52 9 18 72 79 0 0 0 0 0 0 0 0 616 607 05:15 PM 05:30 PM 0 383 10 893 25 200 0 225 43 34 23 100 0 0 0 0 718 05:30 PM 05:45 PM 0 379 13 392 22 218 0 240 58 15 29 102 0 0 0 0 734 05:45 PM 06:00 PM 0 338 13 851 24 218 0 242 38 11 16 65 0 0 0 0 658 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK SEASON Boulevard NE 5 Street TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 06:00 PM 0 1313 40 11352 91 692 0 783 180 84 76 338 0 0 0 2473 PEAK HOUR FACTOR 0, .85 0.80 0.82 N/A 0.93 Note: 2007 FDOT Peak Seasonal Weekly Volume Factor = 1.01 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 USI & NE 8 ST 5ST EB -PORT BL FOR DAY # 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 5 MIN: 7 9 5 0 24 1 46 5 5 4 7 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 100MID-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 USI &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 100MID-DAY 720 8 36 37 9 4 1 10 4 1 7 19 2 4 2 100AM 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 10OPM 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 10OPM 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 Appendix C FDOT's Quality/LOS Handbook Generalized Tables Downtown Miami DRI Increment II Transit Ridership Generalized Peak Hour Directional Volumes for Florida's TALE 7 Urbanized Areas' 9/4/09 STATE SIGNALIZED ARTERIALS Median B C FREEWAYS E 1 Class I (>0.00 to 1.99 signalized intersections per mile) Lanes B C D E 1,330 Lanes Median B C D E 2 2,200 3,020 3,720 4,020 2,830 1 Undivided 510 820 880 *** 3 3,300 4,580 5,580 6,200 Adjustment factors 2 Divided 1,560 1,890 1,960 *** 4 4,400 6,080 7,420 8,400 Undivided 3 Divided 2,400 2,860 2,940 *** 5 5,500 7,680 9,320 10,580 -25% 4 Divided 3,240 3,830 3,940 *** 6 7,560 10,220 12,080 12,780 Class II (2.00 to 4.50 signalized intersections per mile) Lanes Median B C D E 1 Undivided ** 560 810 860 2 Divided ** 1,330 1,770 1,870 3 Divided ** 2,080 2,680 2,830 4 Divided ** 2,830 3,590 3,780 Class III/IV (more than 4.50 signalized intersections per mile) Lanes Median B C D E 1 Undivided ** 270 630 790 2 Divided ** 670 1,500 1,700 3 Divided ** 1,050 2,330 2,570 4 Divided ** 1,440 3,170 3,450 Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Major City/County Roadways -10% Other Signalized Roadways - 35% State & Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Divided/Undivided & Turn Lane Adjustments Exclusive Exclusive Adjustment Lanes Median Left Lanes Right Lanes Factors 2 Divided Yes No +5% 2 Undivided No No -20% Multi Undivided Yes No -5% Multi Undivided No No -25% - - - Yes + 15% One -Way Facility Adjustment Multiply the corresponding volumes in this table by 1.20. Freeway Adjustments Auxiliary Ramp Oversaturated Lanes Metering Conditions* +1,000 +5% -10% of E UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E 1 Undivided 400 800 1,140 1,440 2 Divided 1,770 2,560 3,320 3,760 3 Divided 2,660 3,840 4,980 5,650 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors 2 Divided Yes +5% Multi Undivided Yes -5% Multi Undivided No -25% BICYCLE MODEZ (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage B C D E 0-49% ** 170 650 >650 50-84% 130 200 >200 *** 85-100% 340 >340 PEDESTRIAN MODE (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage B C D E 0-49% ** ** 270 770 50-84% ** 100 600 1000 85-100% ** 610 1000 >1000 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% >5 >4 >3 >2 85-100% >4 >3 >2 >1 t Values shown are presented as hourly directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. To convert to annual average daily traffic 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 table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual, Bicycle LOS Model, Pedestrian IAS Model and Transit Capacity and Quality of Service Manual, respectively for the automobile/truck, bicycle, pedestrian and bus modes. 2 Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility. Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow. * For oversaturated conditions during peak hour, subtract 10% from the LOS E (capacity volumes). This number becomes the new maximum service volume for LOS D, and LOS E cannot be achieved. Source: ** Cannot be achieved using table input value defaults. Florida Department of Transportation Systems Planning Office *** Not applicable for that level of service letter grade. For the automobile mode, volumes .greater than level of service D 605 Suwannee Street, MS 19 become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults. Tallahassee, FL 32399-0450 www.dot.state.fl.tis/planning_/systems/sm/los/default.shtm 2009 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK MIAMI SCIENCE MUSEUM LEVEL OF SERVICE TABLE CLASSIFICATION TYPE FDOT'S 2009 QUALITY / LEVEL OF SERVICE ISI PERSON TRIP LEVEL OF SERVICE A B C D E A B C D E CLASS III/IV ARTERIAL 1 LU 01 0 270 630 790 0 0 0.34 0.80 1.00 2LD 01 0 670 1500 1700 0 0 0.39 0.88 1.00 3LD 01 0 1050 2330 2570 0 0 0.41 0.91 1.00 4LD 01 0 1440 2170 3450 0 0 0.42 0.63 1.00 Other Signalized Roadways 1 LU 01 0 176 410 514 0 0 0.34 0.80 1.00 2LD 01 0 436 975 1105 0 0 0.39 0.88 1.00 I Source: FDOTs 2009 Quality/Level of Servic NOTES: [1] THE PERSON TRIP LEVEL OF SERVICE Handbook DERIVED BY DIVIDING THE FDOT'S 2002 LEVEL OF SERVICE BY THE LOS E FOR EACH TYPE OF ROADWAY. Im NP 64`STREET STRET NEe 6;779 Is$ NE 49,STREET M96 I SO E N8 E LS 2,8791 1,27'8, 4.365, 01397• 0 203 2;67"1 6,404 6,144 NESS$TREFT NO. E L.. It NE 36 STREET NE'1.01MAE'r ks r; LS 2.0 0.3707 0 0 7 dt8g SB> S 3,413 NE 29 STRUT NE21=13EFT Ne E 3,064 1,0451 2.019 0.3411 0 110 NE 20 STREET NE 19 STREET NO E LS 4 $34 466 1,236 SO E SE 4.045E Im1 NE19 STREET NEISSTREET NO E F HS 1962 4.9,80 4,283 0 SO E 1.610 NS it STREET NE 14 STREE- T Na E HS 2,425 $a 61308: 01107i c NE u STREET NE 13 STREET I me 3 E HS 114 SO = rz 0,362 NE IS STREET 1-396 F NO j Is HS 7,068 t441 SO F 095 N5 E STREET NO, E 8 a 529, 1'TT7 $0 E 2,205. NE 6 STREET NT; S STR E r; T NO, E HS 2,351 i 4231, 0.$67 D 6 m W 2,349 3 STREET NE i STREET NaNE 1 E Ht is 616" SO E 2.016' 0,458 0 RE I STREET SE I STREET NO rt HS 4,060! 0,2661 i O� 2,5681 736 SO E U28 $91 STREET tE24TREET a NO a SO 1 HS SE23TREeT P SE 4 MEET E N13 3 Eiw ms NE 2 AVENUVBRICKELL AVENUE lj Nvo*Reer Ne 19 STREET N13 t. E LS SO f E N519STRM NE 14 STREET NO Ia SO 2 HS NE 14 STREET NE 13 STREET NB E HS so r NE13$TRFET i -M P-.Tw HS 1-395 NE 3 STREET us E -1w HIS 14E3STREET NE I STREET i $B E -1w kis NE I STREET FLAGLER STREET SS C -1w HS FLA43LER STREET SE 1 STREET SO E-%( ms -m I Smeet SO 2 STREET 3B E�lw H$ $S 2 STREET SE 4 STREET SO w E H SE 4 STREET SE S35FREET NO E HS Se E I SE 5 4TREET SW13 STREET us E HS S$ t SW i3 STREET SWISROAC, No E He SWISROAD sa a RICKENBACKER =W No E LS all SOURCE: KEITH AND SC"R$, PA, DOWNTOWN MIAMI DRI UPDATE PERSON -TRIP VOLUME AND CAPACITY EXISTING CONDITIONS MATRIX 1.31 I'm 1,561 0;40 D 612 1667 un C 79f 10`13 '001 0,40 0 543 ii3'` 1,0671 0,28 0 : .4#c0:26 7171 I.W7 $71 <; 674 038: 87130 Smi 0,19 C 071 :3QI 3 973! &IS C 671 on 5.093! vs ,191 16781 1,044 0.62 1 D .34 1 I'a781 2.220 646 0 m 1.114 1,6W 0,41 0 '345 1,883 637 0,60 D 603 8443. 1.0* 6�11 1 D ,478;,zoow au 0A S D 810, 11341 115M 042 D 04 1'ilax 816 U; E D IPago i of 141; 1,605 6;779 1,301 5,424 0.199 C 283! 1,927 7,244 2,8791 1,27'8, 4.365, 01397• 0 203 2;67"1 6,404 6,144 2,733:! 5,166 O,M c 2,411 0,44C D i 1061 519 3.297`. 12.31 2.0 0.3707 0 0 7 dt8g 593 3,413 83 21461 0.254 c 22`:.468 3,064 1,0451 2.019 0.3411 0 110 686 3,062 827; 2755 0.231! c 4 $34 466 1,236 3,064 4.04 4.045E Im1 2,01 , 9 0.341 3.003 0,2641 0 .364 7.646 0.942E 1962 4.9,80 4,283 0 420 1.610 8,442 1.359 5,583 0,1061 G us 2,425 1.284 61308: 01107i c 202 6,904 1,141, 114 1,320 0,362 1,00 5,209 0;m C 502[ 2.264 7,068 t441 6,227 0.180 it 10,258 14603 C798 13,1421 c 529, 1'TT7 ME 2,205. 2,11.11 0439 D 47S * .'„0'€1082 2,351 i 4231, 0.$67 D 6 m W 2,349 547M 1"4z a.bls 0.3Mj 0 092 1,171i 2,778 616" 30$4; 2.016' 0,458 0 xm S17� 602 6151 2212 t014 5,449 6,440 1,3611 28991:. 4,060! 0,2661 i O� 2,5681 736 166 U28 1-1721 tlSlI G'4204 Z0.629;C, D O; N 2041 3,026 59521,. N,STiqANPLAMPk6JtCtS12001',1671MTABLEZ1 IMATRIKWK4 TABLE21.016 DOWNTOWN MIAM M UPDATE YEAR 2M PERSON TRIP CONDITIONS BISCAYNE BLVD N 54 STREET NE 46 STRET NS E 4LD AM 67116too 1 59 1683 119 t 1,802 3,950 0.456 C 56 I 11968 SB E 2,833 1 2,964 163 3.147 3.950 0.797 0 93 3.240 NE 46 STREET 1-195 ISIS E 4LD, AU OWIZW 2.172 2,268 138 j 2,420 3,960 0.644 Q 70 2496 Ss E* 3.107 3,273 195 9 3,468 3,950 0,08 0 1% 3,58.3 095 M 36STREET N13 E 4LD : PM OMDO 2207 2325 f 325 2;650 1 3,950 0,671 j 0 160 2,e30 sa e Z473 2,605 256 i 2.861 3.950 0,724 0 156 j 3,611 NE 36 STREET NE29STREET Na E 4LD tPm 06l291o0 2,391 2,619 519 i 3.038 t 4,446 0.683 1 0 240 3.278 i $0 e I i 2,641 2 782 410 3192 d 0.06. 0.476 t C 208 3.400 NE 29 STREET NE 20 STREET Ns E 4LD 1 P 05MI101 =9 9 356 682 4.038 4.3521 0.990 1 E 360 4,338 SB E 1,662 1,741 uo 2.270 6,582 QNS 1 0, 260 2,539 NE20STREET NE 19 STREET I NB E 4227 IPM 08103M 2,770 2',= m 3.70 4.356 :0.859 1 E 292 4.Ob6 Ss E 1,774 liew i 596 2.476 16,582 0.376 1 0 2 m 54 2.7 !PM 007M Z949 3.107 620 3.727 Saw 0.702 D 315 4.0Q NF 19 STREET NE16STREET NS E 4LD SB E i t3 i 2,189 2.306 484 7` 790 7.542 0.370 s D 273 3,063 NE is STREET NE 14 STREET I's F- 41.0 rPM 04113M 3,066 3,249 $45 4.094 4.942 0 240 4,334 SBI E 1,825 1934. 648 Z582 7,174 0-360 D 208 s 2,790 NE 14 STREET NE 135TREET Ns E 6LO !PM CAMM 3 3, m2 4,e4,8380 3,327 1,999 4,426 OX0 0 t 14 Se E I 1.846 1.958 834 2,790 9,06 0 0, ,309 1 358 3048 NE13STREET 1-395 1 NS E 6LO .Pm 08117M 8.215 3,406 i 1,343 4J11 0.00 66% i 0 149 SAW 4, 9.036 CrA53 i ss E 091 2,927 3.101 i 990 0 651 4,742 1-396 NE 6 STREET 1 Na F- AL iAM :05111199 2108 1 9".," 0. 2A33 3.420 343 0 457' 3,877 Ss 1- 21669 2,711 04 6.604 0.4M P 706 +i 734 �4 3. NE 6 STREET RE 3 STREET i Na E $LD 04/2W.01 3,142 3,291 IA38 4.429 1732 0.673 0 495 4,924 so E i.603 1,679 861 2,540 %964 0.256 0 420 f 2,989 NE 3 STREET NE I STREET NB E OLD PM 1 04r2WOl 3.114 3.261 1.220 4.481 10,924 0A10 0 639 5,013 M 2,486 10476 0.233 B E 6 42 1 2.941 NE I STREET SE I STREET I Ns E OLD PM 05198M 3.786 31990 WS 4.965 11,764 0.421 0 3$30 5.$45 i SB E 1,346 1,426 734 2160 7.258 0298 0 338 2,498 $E I STREET St,2STREET NA: a OLD IFNI a osliam 1 2.879 uw $41 3.597 4,176 6,392 e 0 292 3.889 i SB 1 E 1 1.276 1,354 429 1.783 6,444 6,257 C 264 2,037 3675 7,104 QA33 D 9T 3066 SE 2 STREET $E 4 STREET NB Er 2LbW IAM M29M l,,rj3 zaw NE 2AVENUIMIRICKELL AVENUE NE 20 STREET NE 19 STREET I N8 E 41:U PM 07/06100 ¢ 1221 9286 636 1922, 1,111 0XI6 1 D M 2.20 SB s E 938 881 529 1,410 3.114 0.453 D 312 1,722 NE 19 STREET NE 14 STREET Na f I- 4LU �Phi O?M= 1.045 t 10 641 1.748 3,064 0.570 D 397 2,145 se E 11 827 I sn 537 1.408 3.405 0.414 D 345 1,753 NE 13 STREET N6 NE 14 STREET E 4LU :PM 3 07/08100 1.045 1,101 524 1,625 1. 3,064 0,530 0 345 1,970 5M 3.%l 0:398 a 299 1,853 NE 13 STREET 88 E 1,001 Mol i 44t t 1-305 SB rz X 0412&01 1,002 2,bM 493 Z549 1 6.709 0.360 0 267 2.815 1.395 NE 3 STREET i SB E+20 3L JAM 04*%l I.Ug 1,423 3190t 61709 0271 c 197 Zola i 1,821 NE 3 STREET NE I STREET i 55 1 E+20 11. IAM 04125101 'L284 1,345 i 436 i 1,783 7.917 0.226 C 244 2,027 Ne I STREET FLAMER STREET i SEI j P -Z 3t. �AM W2%11,141 1,195 461 1.656 7,328 .0.226 C 244 119M I kAGLER STREET SF !STREET SB E+20 3L 'AM 04125101 1 1,053 1 10 474 1,577 032 M231 0 302 11.8m SEI STREET SE 2 STREET SB E+20 X i.AM 0412%1 1.441 j 1,50 34-7 1.8% 9,580 10,194 c ISO 2,036 SE 2 STREET SE 4 STREET "AM 04125MI 711 2,242 lzew 10177 C 44t SB F+20 4L 1,466 lis29 2,683 SE 4 STREET SE 8 STREET NB F 22 IPM 06MISM 2,205 2,336 865 j 3,201 6,474 0.494 0 sle 3.819 S8 I- k 1 2.401 0.654 D 112 4.356 S zml 1,163 3,044 6.576 SEeSTRM SW 13 STREET I No E I 4LD PM, 06125199 1,794 1.901 486 2,307 5,705 10,418 0 345 2,732 SB E 3.054 f 3,238 843 3,879 6,865 1 0.512 D 307 4.276 1623 5,457 10.297 0 98 1;721 SN/93 STREET SW I$ ROAD ka E 4LD �PM 1,361 1 1,40 1,81 SB E 2,881 3,053 225 1276 SA57 I 0.601 0 11-4 1390 PM 1,522 3,034 � G,SD2 D S.W 15 ROAD RICKEMACKER CSWY N3 rz 4LD 06raM 1,272 1,348 114 98 1.626 So I I 215 2,262 UU 16,746 D 112 Z374 t= 2.047 00129M IPage I of 7 El 1950 0.470 C 1.42*A NO 3.950 0.826 0 2.35% NO 3950 0.632 C 177% NO low 0.901 0 2.94% NO 3,950 0.716 1) 4,56% NO 3.950 0164 0 1.95% 1 NO 4,446 0,737 0 5.40% YES 0,678 osm c 3-11% NO 4.350 0,097 E fijWY. YES ,6,%2 0.384 0 3,85% No 4,350 6.920 E 0,71 Yo YES o.w 0.415 D 306% NO 5,316 am 0 6.03% YES 7,542 0.406 d 3.62'16 NO 4,00 0.077 E 4,86% NO 7,174 0.380 0 2490% NO 6.804,1 0.711 0 C00% YES 5,036 0.348 0 3,96% NO 6.804 0.804 D 1110140 YES 0,036 0:525 'D 72016 YES 0,964 0.389 D 4.59% NO 5,804 0.698 0 11.17% YES 7J32 0,637 0 6,40% YES 9.964 0298 0 431% NO 10,924 0,459 0 4:87% NO 10.676 0.276 C 4.33% NO 11.764 0A54 0 3,32% N'o 2,258 0,344 0 4,669E NO 0,176 0A24 0 3,18% NO 6,W 0.203 0 3,66% NO 7.104 0,446 0 1.28% No 3.111 10134 1 0 [ 11.67% � YES 3.111 0,554 0 10.03% YES 3,064 0.71)(1 0 12.96% YES 3.405 0515 0 10,13% YES 3.064 F 0,643 D ltn% 1 YES 3,901 0A7S D 7;66% YES 6,700 0,420 0 3.DS% NO 6J09 0.301 0 2.94% NO t917 0.256 4 3.06% NO 7.328 0.259 C 3.33% NO 6. &V 0;275 C 4.42% NO 9460 C 1.8816 NO 12868 0-112 C 3.413% NO 6.474 :0590 6 9156% YES 0678 662 D 1o.82% YES 5705 0479 D 1 6.05% YES 6,665 01642 0 5.90% YES 5.457 0315 ' D I.BDI/, NO 5,457 0.62) n 2.05% NO 3.034534 0. 1 D 3,23% NO 3034 0Z G p 169% NO SOURC2 KEITH AND SCHNAM P.A. I N;iTRANPLANIPROJECTSMOI�Ir.7164TASLP%!iMATRIXWK4 Appendix D Intersection Capacity Analysis Worksheets Biscayne Boulevard 1 NE 13 Street NBL NBT NB R SB L SB T SS R EB L EB T E8 R WBL WBT WBR Biscayne Boulevard 1 NE 12 Street NBL NBT NB R SB L SST SB R EB L EB T EB R WBL WBT WBR Biscayne Boulevard I NE 11 Terrace NBL NB T NB R SB L SB T SB R EB L EB T EB R WS WBT WBR Biscayne Boulevard INE 11 Street NB L NBT NB R SB L SB T SB R EB L EBT EB R W WBT WBR Biscayne Boulevard I NE 8 Street NB L NBT NB R SB L GST SB R EB L EST FR R WBL WBT WB R Biscayne Boulevard I NE 6 Street NB L NBT NB R SB L SB T SB R EBL EST EB R WBL WBT WBR Biscayne Boulevard I NE 6 Street NB L NB T NB R SB L SB T SB R EB L EST EB R WBL WBT WS R Museum Park (MiaSci) Existing Traffic' Existing Traffic Background Committed Development Future w/o MlaSci (TAZ Fulure w/ 2008 2010 Traffic MAM (TAZ TAZ 513 TAZ 519 TAZ 541, 550, Project Project 2.0% 2.0% 511) 555, and 557 Volumes .511) Volumes 2 3 98 102. 108 0 0 0 0 :108. 0 108 1185 1233 1308 2 17 6 128 1462: 4 1465. 0 '0 0 0 0 0 0 0 0 r0. 810 843- 894 1 22 10 114 1041 2 1043 10 10: 11 0 0 0 0 11" - 0 11:: 0 0 0 0 0 0 0 "0. 0 0.: 0 '0 0 0 0 0 0 0. - 0 0,. 0 '.,0: 0 0 0 0 0 0. 0 0.. 400 416'. 442 1 0 15 171 626. 2 631 90 94 : 99 0 33 0 0 133.. 0 '133 115 120 " 127 0 0 0 0 127 - 0 127 0 0 0 0 0 0 0 '0 0 0- 1352 1407 1493 2 17 6 128 1646` - 4 1650 0 `0 -. 0 0 0 0 0 0 0 0-'. 0 0 0 0 0 0 0 0 s. 0 0' 894 930 987 2 22 25 285 1321:-- 4 -1324: 362 377 400 0 0 0 0 400 0 400 0 0 0 0 0 0 0 0 -: 0 0 0 0 0 0 0 0 0-.- 0 0 0 0 0 0 0 0 0 0-. 0 0 0 0 0 0 '0 0 0 0 0:: 0 0 0 0 0 0 0 0 -:' '0 0.' 0 0 '0 0 0 0 0 0- 0 0'> 00 0 0 0 0 0 0" 0 0.: 1100 1144 1214 2 8 16 128 1369!;, 4 1373 407 423 449 3 0 0 192'. 645: a 6 650 1 1 1 0 0 0 0 1 -- 0 843 877 931 2 22 25 285 - ;1264:. ' '4 '1268 291 303. 321 0 0 0 0 321-` 0 321'.. 0 0 0 0 0 0 0 " 0 <" 0 0 45 47, 50 0 0 30 0 80 1 81 0 0 0 0 0 0 0 0.", 0 0: 0 0 0 0 0 '0 0 "0 - 0 0..: 0 0, 0 0 0 '0 0 0 ': 0 73 "78 81 0 33 15 0 129:- 0 129 1645 1711 1816 0 8 25 321 2170. 0 2170 0 p 0 5 0 0 0 5__-: 11 17 " 968 1007-'- 1069 2 0 35 285 k,i381 5 ;1395 - 17 18 - 19 0 22 0 0 41'h, >: 0 41:' 5 ,5 6 0 0 0 0 e 0 6: 9 9 10 0 0 0 0 10:1 0 101: 0 0 0 7 0 0 0 7 -- 16 22- 0 0 0 6 0 0 0 6 -: 13 19: 0 0 0 5 0 0 0 5'-: 9 141. , 26•27 29 0 22 0 0 51 0 • 51� 1454 -`1513 1605 2 45 29 321 2002: 5 2007 37 38 41 0 0 0 0 41 ': 0 'Al , 57 59 , 63 0 0 0 0 63 ' 0 63 829 862, 915 6 42 55 286 1303: 13 1316 32 33 ;^ s.' 35 1 0 0 0 .36 2 38 54 56 60 1 0 0 0 "' , 60 2 62 22 23 24 0 0 0 0 ' 24 :' 0 24: 13 14 14 0 8 0 0 ., ;23 -, -";. 0 =23 13 14 14 0 0 0 0 14 -, 0 14- 2425 26 0 0 0 0 26 0 '26.", -, 49 51 54 0 0 0 0 64`.- 0 '54i' 212 221 -- .234 0 0 30 0 264 0 264 1389 1445: 1534 2 67 29 321 1952' 5 :1958•:. 0 0.- 0 0 0 0 0 0 S 0 0'.,. _ 769800 849 5 50 0 285 1189:. 11 :1200 -. 125 130-. 138 1 0 55 0 194: 2 195 0 0 0 0 0 0 0 0 0 0..- 0 0 0 0 0 0 0 - 0 r 0 0. 0 0 0 0 0 0 0 0 0 0'- 92 .96 102 0 0 0 0 102- 0 102 638 664 704 0 0 0 0 704:- 0 704 135 140 '- 149 0 0 0 0 149::. 0 149 00 0 0 0 0 0 0 0 `0 1313 1366 .-. 1450 2 67 30 321 .1869: 5 '1874 40 42 - 44 0 0 0 0 " 44-' 0 44 91 95 100 0 0 0 0100 "- 0 100 692 720 764 5 50 0 285 '1104:-.. 11 "1116 0 0 0 0 0 0 0 0 0 01. 180 187 - 199 0 0 29 0 228, 1 229 84 87 93 0 0 0 0 93 0 :93 76 79 84 0 0 19 0 103. 0 103 0 0' 0 0 0 0 0 0. 0 0:- 0 0 0 0 0 0 0 0'. 0 0:. 0 0 0 0 0 0 0 0: 0 0: ' Existing Conditions Duration 0.25 Phase Combination HCS+: Signalized Intersections Release 5.21 Analyst: DPA L 292 Right Inter.: NE 13 St & Biscayne Blvd Agency: Left 3547 Area Type: All other areas Date: Right R 262 Jurisd: NB Period: PM Peak Period Right Year Existing (2010) Pr�"pt ID: Miami Science Museum - ##08162 0.19 NE 13 Street T 2714 NIS St: Biscayne Boulevard ----------------------- 5.1 A SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound ---------------- Northbound Southbound L T R L T R L T R L T R No. Lanes ------------ 0 3 0 --------------- 0 0 0 --------------- 1 --------------- 2 1 1 2 0 LGConfig L LT R L T TR Volume 1416 94 120 1102 1233 843 10 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 RTOR Vol ( 1 12 1 0 Duration 0.25 Phase Combination EB Left Thru L 292 Right 1.47 Peds WB Left 3547 Thru 0.17 Right R 262 Peds NB Right S$- Right G` n 1 Yellow 4 All Red 1 Appr/ Lane Lane Group Grp Capacity Eastbound Area Area Type: All other areas Signal Operations ------------ ----------------------- 1 2 3 4 5 6 7 8 NB Left A A Thru A A Right Peds A SB Left A Thru A A Right A Peds EB Right WB Right 9.0 76.0 7.0 .0 4.0 3.0 .0 1.0 0.0 Cycle Length: 115.0 --Intersection Performance Summary ------------------ Adj Sat Ratios Lane Group Approach Flow Rate ---------- ---------- ----------- (s) v/c _g C Delay LOS Delay LOS Westbound L 292 1770 1.47 0.17 276.9 F LT 586 3547 0.17 0.17 41.3 D R 262 1583 0.42 0.17 44.2 D Northbound L 564 1770 0.19 0.79 4.8 A T 2714 3547 0.47 0.77 5.1 A Southbound TR 3347 5065 0.26 0.66 8.0 Intersection Delay = 49.0 (sec/veh) 200.5 F 5.0 A A 8.0 A Intersection LOS = D secs TWO-WAY STOP CONTROL SUMMARY General Information Site Information r st DPA Intersection c /Co. Jurisdiction Performed nal sis Year Analysis Time Period PM Peak Period Project Description Miami Science Museum - #08162 East/West Street: NE 12 Street North/South Street: Bisc Blvd & NE 12 St 2010) Boulevard 95% queue len Control Delay )S NNl uclul i vciay kolvVII)i -- pproach LOS I-- -- Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 3/3/2010 11:32 AM 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) 1407 930 377 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 1481 0 0 978 396 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 1 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 0 0 0 0 0 Percent Heavy Vehicles 0 0 0 0 1 0 1 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration I _+ 1 1 Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Confiquration 95% queue len Control Delay )S NNl uclul i vciay kolvVII)i -- pproach LOS I-- -- Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 3/3/2010 11:32 AM HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 Terr & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Period: PM Peak Period Year Existing (2010) Pr(�"Gt ID: Miami Science Museum - #08162 E/� dt: NE 11 Terrace N/S St: Biscayne Boulevard -SIGNALIZED INTERSECTION SUMMARY ------------------------ -------------------- Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I I I ------------------------------------------------------------ No. Lanes 1 2 0 1 1 0 0 0 1 0 3 1 1 0 3 0 LGConfig 1 L R I I T R I T Volume 1303 47 1 1 1144 423 1 877 Lane Width 112.0 12.0 1 1 12.0 12.0 1 12.0 RTOR Vol 1 5 1 I 0 1 ---------------------------------------------------------------------------- Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 J 5 6 7 8 EB Left A A 1 NB Left Thru 1 Thru A Right A A 1 Right A Peds J Peds WB Left J SB Left Thru 1 Thru A Right I Right Peds 1 Peds NB Right A A 1 EB Right Sl�Right 1 WB Right G( n 38.0 10.0 54.0 Yeilow 4.0 3.0 4.0 All Red 1.0 0.0 1.0 Appr/ Lane Lane Group Grp Capacity Eastbound L 1584 Westbound Cycle Length: 115.0 Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate ---------- ---------- ----------- (s) v g Delay LOS Delay LOS 3437 0.20 0.46 18.5 B Northbound T 2383 5074 0.51 0.47 21.4 R 1583 1583 0.28 1.00 0.1 Southbound T 2383 5074 0.39 0.47 19.9 Intersection Delay = 17.3 (sec/veh) 18.3 B C 15.6 B A B 19.9 B Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 St & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Period: PM Peak Period Year Existing (2010) P"Gt ID: Miami Science Museum - #08162 EIN A: NE 11 Street NIS St: Biscayne Boulevard ---------------- -------- _SIGNALIZED INTERSECTION SUMMARY J Eastbound Westbound Northbound ----------------------- Southbound L T R L T R L T R L T R --------------- No. Lanes 0 --------------- 0 0 --------------- 0 0 0 1 3 0 ---------------� 0 3 0 LGConfig LR L T TR Volume 15 9 176 1711 1007 18 Lane Width 1 12.0 112.0 12.0 12.0 RTOR Vol 1 0 1 0 --- ----------------------------------------------------------------------- Duration 0.25 Area Type: All other areas ------------------------------ Signal Operations -------------------------------- Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A A Thru A Thru A A Right A Right A A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SP Right WB Right G( 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 Westbound 1667 0.07 0.13 44.0 D 44.0 D Northbound L 410 1770 0.20 0.63 17.6 T 3089 5074 0.61 0.61 14.3 Southbound TR 2420 5061 0.47 0.48 20.3 Intersection Delay = 16.7 (sec/veh) B B 14.5 B C 20.3 C Intersection LOS = B HCS+: Signalized Intersections Release 5.21 Analyst: DPA 1770 Inter.: NE 8 St & Biscayne Blvd Agency: 0.41 Northbound Area Type: All other areas Date: Operations ----------------------- 0.06 Jurisd: Phase Combination Pe``\PM Peak Period 0.60 Year Existing (2010) Pr tet ID: Miami Science Museum - #08162 NB E/W St: NE 8 Street A NIS St: Biscayne Boulevard A INTERSECTION SUMMARY ---------------- A ------------------------ -SIGNALIZED Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes --------------- 1 1 0 --------------- 1 --------------- 1 0 1 3 0 ------------ 1 3 0 LGConfig L TR L TR L TR L TR Volume 156 23 14 114 25 51 127 1513 38 159 862 33 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 1770 Area Type: All other areas 0.41 Northbound ------------------------------Signal 0.75 L 515 Operations ----------------------- 0.06 TR 3640 Phase Combination 1 2 3 4 0.60 16.5 5 6 7 8 EB Left A A NB Left A A Thru A Thru A A Right A Right A A Peds Peds WB Left A A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right S Right WB Right G h 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 L 256 1770 TR 211 1758 Westbound 0.24 0.22 32.1 C 0.19 0.12 40.1 D 35.2 D L 293 1770 0.05 TR 201 1674 0.41 Northbound D 0.75 L 515 1770 0.06 TR 3640 5055 0.47 Southbound 0.60 16.5 L 121 202 0.54 TR 3028 5046 0.32 Intersection Delay = 9.7 0.22 30.8 C 0.12 42.1 D 40.4 D 0.75 5.5 A 0.72 6.0 A 6.0 A 0.60 16.5 B O.60 10.0- A 10.4 B (sec/veh) Intersection LOS = A HCS+: Signalized Intersections Release 5.21 Analyst: DPA 619 Inter.: NE 6 St & Biscayne Blvd Agency: 22.6 Area Type: All other areas Date: 0.51 Jurisd: 25.9 Pep',d: PM Peak Period Year Existing (2010) Pr,�t ID: Miami Science Museum - #08162 3437 E/W St: NE 6 Street 0.57 NIS St: Biscayne Boulevard 3653 SIGNALIZED INTERSECTION SUMMARY 0.54 ------------------------- 1 Eastbound Southbound 1 Westbound 1 Northbound ----------------------- 1 Southbound 1 1 L T R I L T R 1 L T R I L T R 1 ---------------1---------------1---------------1---------------I No. Lanes 1 0 0.41 0.37 23.5 0 0 1 1 3 0 1 2 4 0 1 0 4 0 1 LGConfig 1 (sec/veh) 1 L TR I L T 1 TR 1 Volume 1 196 664 140 1221 1445 1 800 130 1 Lane Width 1 112.0 12.0 112.0 12.0 1 12.0 1 RTOR Vol I 1 0 I I 0 I ------- ----------------------------------------------------------------------- Duration 0.25 Area Type: All other areas ------------------------------ Signal Operations -------------------------------- Phase Combination 1 2 3 4( 5 6 7 8 EB Left 1 NB Left A A Thru I 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 SMight I WB Right G h 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 0.17 0.35 22.6 TR 1730 4942 0.51 0.35 25.9 Northbound L 1046 3437 0.23 0.57 15.5 T 3653 6765 0.43 0.54 13.9 Southbound TR 2451 6624 0.41 0.37 23.5 Intersection Delay = 19.5 (sec/veh) C C 25.6 C B B 14.1 B C 23.5 C Intersection LOS = B HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 5 St & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Ped: PM Peak Period Year Existing (2010) Prl --t ID: Miami Science Museum - #08162 E/W St: NE 5 Street NIS St: Biscayne Boulevard -SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound J L T R 1 L T R 1 L T R 1 L T R I I I I No. Lanes 1 0 3 1 0 0 0 1 0 4 0 1 2 4 0 LGConfig J LT R I 1 TR 1 L T Volume 1187 87 79 1 1 1366 42 195 720 Lane Width 1 12.0 12.0 1 1 12.0 112.0 12.0 RTOR Vol 1 8 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 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 Sr {dight 1 WB Right G1 n 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 Cycle Length: 100.0 --Intersection Performance Summary .................. Adj Sat Ratios Lane Group Approach Flow Rate -------------------- (s) v/c g/C Delay LOS Delay LOS Eastbound LT 1472 4907 0.20 0.30 26.1 C 26.1 C R 475 1583 0.16 0.30 25.9 C Westbound Northbound TR 2829 6735 0.54 0.42 21.9 Southbound L 1247 3437 0.08 0.64 13.0 T 4194 6765 0.18 0.62 8.2 Intersection Delay = 18.3 (sec/veh) C 21.9 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 Date: Jurisd: Period: PM Peak Period Year Fut wo Proj (2013) Pr(�;.t ID: Miami Science Museum - #08162 EA__._,t: NE 13 Street NIS St: Biscayne Boulevard _SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R L T R L T R L T R --------------- No. Lanes 0 --------------- 0 3 0 0 0 -------- 1 2 1 1 2 0 LGConfig L LT R L T TR Volume 1628 133 127 1108 1462 1 1041 11 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 RTOR Vol 1 13 1 0 ------------------------------------------------------------------------ Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left A A Thru Thru A A Right Right Peds Peds WB Left A SB Left Thru A Thru A Right A Right A Peds Peds NB Right EB Right S� Right ( WB Right Gi( ;2 19.0 76.0 7. 0 Ye tow 4.0 4.0 3.0 All Red 1.0 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 Westbound L 292 LT 586 R 262 Northbound L 484 T 2714 1770 2.22 0.17 606.1 F 3547 0.23 0.17 41.9 D 446.9 F 1583 0.45 0.17 44.5 D 1770 0.23 0.79 6.1 A 3547 0.56 0.77 5.8 A 5.8 A Southbound TR 3348 5066 0.32 0.66 8.5 A 8.5 A Intersection Delay = 117.0 (sec/veh) Intersection LOS = F secs TWO-WAY STOP CONTROL SUMMARY 3eneral Information Site Information �I st DPA Intersection -% enc /Co. Jurisdiction Date Performed 10/28/2008 Analysis Year Analysis Time Period PM Peak Period 'ro'ect Description Miami Science Museum - #08162 ast/West Street: NE 12 Street North/South Street: Bis( ntersection Orientation: North-South IStudy Period hrs : 0.25 Jehicle Volumes and Adjustments Aa'or Street Northbound Jlovement 1 2 3 4 L T R L tolume veh/h) 1646 leak -Hour Factor, PHF 0.82 0.95 0.82 0.82 sourly Flow Rate, HFR 0 1732 0 0 veh/h 3ercent Heavy Vehicles 0 -- -- 0 Aedian Type Raised curb �T Channelized 0 _anes 0 2 0 0 configuration T J stream Signal 1 0 Minor Street Eastbound Volume veh/h Peak -Hour Factor, PHF Hourly Flow Rate, HFR veh/h Percent Heavy Vehicles Percent Grade (%) Flared Approach Storage RT Channelized Lanes Configuration Delay, Queue Length., Approach Movement Lane Configuration v (veh/h) C (m) (veh/h) /c 95% queue length Control Delay (s/veh) CJS V 91 G Westbound 7 1 8 9 Blvd & NE 12 St wo Boulevard Southbound 5 T 1321 0.95 1390 Eastbound 10 1 11 0 12 NNlucauii uciay kaivCii/ -- -- pproach LOS -- -- Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 3/3/2010 2:01 PM HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 Terr & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Period: PM Peak Period Year Fut wo Proj (2013) P ct ID: Miami Science Museum - #08162 E/t: NE 11 Terrace NIS St: Biscayne Boulevard SIGNALIZED INTERSECTION SUMMARY ----------------------- ----------------------- 1 Eastbound I Westbound 1 Northbound 1 Southbound 1 I L T R I L T R I L T R I L T R 1 1---------------1---------------1---------------1---------------1 No. Lanes 1 2 0 1 1 0 0 0 1 0 3 1 1 0 3 0 1 LGConfig 1 L R I 1 T R I T 1 Volume 1321 80 1 1 1369 645 1 1264 1 Lane Width 112.0 12.0 1 1 12.0 12.0 1 12.0 1 RTOR Vol 1 8 1 1 65 1 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 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 S$ Right 1 WB Right G( a 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 0.21 0.46 18.6 B Westbound Northbound T 2383 5074 0.60 0.47 23.0 R 1583 1583 0.39 1.00 0.2 Southbound T 2383 5074 0.56 0.47 22.2 Intersection Delay = 18.6 (sec/veh) 18.4 B C 16.2 B A C 22.2 C Intersection LOS = B HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 St & Biscayne Blvd Agency: 0.13 Area Type: All other areas Date: Jurisd: Pe__'Id: PM Peak Period Year Fut wo Proj (2013) Pr, ct ID: Miami Science Museum - #08162 L E/W St: NE 11 Street NIS St: Biscayne Boulevard 0.13 43.7 -SIGNALIZED INTERSECTION SUMMARY ---------------- 1781 ------------------------ 1 Eastbound 1 Westbound 1 Northbound 1 Southbound I L T R I L T R I L T R I L T R No. Lanes No. II 1 I ------------- 1 0 1 0 -------------------------------- 1 1 1 0 1 1 3 0 --------- -- -- ----- 1 0 3 0 LGConfig 1 LTR I L TR I L TR 1 TR Volume 16 2 10 17 6 5 1129 2170 5 1 1391 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 I 0 Duration 0.25 Area Type: All other areas Signal Operations ------------------------------ ----------------------- Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NB Left A 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 S Might 1 WB Right G ,h 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 221 1698 0.09 0.13 44.2 Westbound L 235 1805 0.03 0.13 43.7 TR 232 1781 0.05 0.13 43.9 Northbound L 322 1770 0.44 0.63 35.6 TR 3088 5073 0.77 0.61 17.9 Southbound TR 2416 5052 0.65 0.48 23.4 Intersection Delay = 20.8 (sec/veh) D 44.2 D D D 43.8 D D B 18.9 B C 23.4 C Intersection LOS = C secs Duration 0.25 HCS+: Signalized Intersections Release 5.21 Analyst: DPA L 284 Inter.: NE 8 St & Biscayne Blvd Agency: Operations ----------------------- Area Type: All other areas Date: 2 3 4 Jurisd: 5 Period: PM Peak Period Year Fut wo Proj (2013) Pry ct ID: Miami Science Museum - #08162 Thru 0.72 E/1, a.t: NE 8 Street NIS St: Biscayne Boulevard Right L 74 INTERSECTION SUMMARY Right ---------------- -------- -SIGNALIZED Eastbound Westbound Northbound ---------------- Southbound 11.4 L T R L T R L T R L T R No. Lanes -------------- --------------- --------------- Left A 1 1 0 1 1 0 1 3 0 ------------ 1 3 0 LGConfig L TR L TR L TR L TR Volume 160 24 23 114 26 54 151 2002 41 163 1303 36 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 L 284 1770 ------------------------------ 0.22 Signal Operations ----------------------- 1675 0.44 Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A A Thru 0.72 A Southbound Thru A A Right L 74 A 0.93 Right A A Peds 0.49 0.60 11.4 Peds WB Left A A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right 7Right WB Right � n 5.0 12.0 60.0 7.0 YelLiow 3.0 4.0 4.0 3.0 All Red 0.0 1.0 1.0 0.0 Appr/ Lane Lane Group Grp Capacity Cycle Length: 100.0 Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate ---------- ---------- ----------- (s) v g Delay LOS Delay LOS Eastbound L 252 1770 TR 207 1726 0.26 0.22 32.3 C 0.25 0.12 40.5 D 35.9 D Westbound L 284 1770 0.05 0.22 30.8 TR 201 1675 0.44 0.12 42.4 Northbound L 378 1770 0.15 0.75 9.5 TR 3642 5059 0.62 0.72 7.4 Southbound L 74 124 0.93 0.60 99.7 TR 3032 5053 0.49 0.60 11.4 Intersection Delay = 12.1 (sec/veh) C D 40.7 D A A 7.4 A F B 15.4 B Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA 619 Inter.: NE 6 St & Biscayne Blvd Agency: 0.35 Area Type: All other areas Date: 1729 Jurisd: Pe -d: PM Peak Period 0.35 Year Fut wo Proj (2013) Pr _t ID: Miami Science Museum - #08162 EN St: NE 6 Street NIS St: Biscayne Boulevard 1167 _SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 18.8 1 Westbound 1 Northbound 1 Southbound 1 I L T R I L T R I L T R 1 L T R 1 1---------------1---------------1---------------1---------------1 No. Lanes 1 0 15.7 Southbound 0 0 1 1 3 0 1 2 4 0 1 0 4 0 1 LGConfig 1 I L TR I L T 1 TR 1 Volume 1 6623 1102 704 149 1264 1952 1 1189 194 1 Lane Width 1 26.1 112.0 12.0 112.0 12.0 1 12.0 1 RTOR Vol I Delay 1 0 1 1 0 I ------------------------------------------------------------------------------- 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 Sr. Right 1 WB Right G`, h 35.0 37.0 12.0 Yellow 4.0 4.0 4.0 All Red 2.0 1.0 1.0 Cycle Length: 1.00.0 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 0.18 0.35 22.7 TR 1729 4941 0.54 0.35 26.3 Northbound L 1167 3437 0.25 0.57 18.8 T 3653 6765 0.58 0.54 15.7 Southbound TR 2451 6623 0.61 0.37 26.1 Intersection Delay = 21.2 (sec/veh) C C 25.9 C B B 16.0 B C 26.1 C Intersection LOS = C HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 5 St & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Period: PM Peak Period Year Fut wo Proj (2013) P_Lj�ct ID: Miami Science Museum - #08162 EA, jt: NE 5 Street NIS St: Biscayne Boulevard ------- -_SIGNALIZED INTERSECTION SUMMARY ---------------- Eastbound Westbound Northbound ----------------------- Southbound L T R L T R L T R L T R --------------- No. Lanes 0 3 1 ------------------------------ 0 0 0 0 4 0 ---------------� 2 4 0 LGConfig LT R TR L T Volume 1228 93 103 1 1 1869 44 1100 1104 Lane Width 1 12.0 12.0 12.0 112.0 12.0 RTOR Vol 1 10 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 NB Left Thru A Thru A Right A Right A Peds Peds WB Left J SB Left A A Thru Thru A A Right Right Peds Peds NB Right EB Right S$ Right WB Right G+' ri 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 R 47 -57 - Westbound 7 -57 -Westbound 4900 0.23 0.30 26.4 T5-8-3-072-1-073-0-2-6--.4 Northbound TR 2832 6742 0.73 0.42 25.2 Southbound L 1411 3437 0.08 0.64 17.8 T 4194 6765 0.28 0.62 8.8 Intersection Delay = 20.0- (sec/veh) C 26.4 C C 25.2 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 Date: Jurisd: Pe�Rd: PM Peak Period w/ Imp Year Fut w Proj (2013) PZ 7ct ID: Miami Science Museum - 408162 E/W St: NE 13 Street NIS St: Biscayne Boulevard ---------------- -SIGNALIZED INTERSECTION SUMMARY -------- --------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R --------------- --------------- --------------- ------------ No. Lanes 0 0 0 1 2 1 1 2 0 0 3 0 LGConfig L LT R L T TR Volume 1631 133 127 1108 1465 1043 11 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 RTOR Vol 1 13 1 0 Duration 0.25 Area Type: All other areas Signal Operations ------------------------------ -------------------------------- Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left A A Thru Thru A A Right Right Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right Sr Right WB Right a, ;n 41.0 55.0 6. 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 631 1770 1.03 0.36 81.2 LT 1265 3547 0.11 0.36 24.8 R 564 1583 0.21 0.36 25.9 Northbound L 359 1770 0.31 0.60 21.1 T 2036 3547 0.74 0.57 19.7 Southbound TR 2423 5066 0.45 0.48 20.1 Intersection Delay = 31.3 (sec/veh) F C 65.5 E C C B 19.8 B C 20.1 C Intersection LOS = C HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 13 St & Biscayne Blvd Agency: L 292 Area Type: All other areas Date: 612.2 F Jurisd: 3547 Ped: PM Peak Period 0.17 Year Fut w Proj (2013) Pr�t ID: Miami Science Museum - 408162 44.5 D E/W St: NE 13 Street NIS St: Biscayne Boulevard L 484 INTERSECTION SUMMARY 0.23 ---------------- ------- 1 Eastbound __SIGNALIZED 1 Westbound 1 Northbound ----------------------- 1 Southbound 1 1 L T R I L T R I L T R I L T R 1 1 ---------------1---------------1 No. Lanes 1 0 0 0 ---------------1-- 1 1 2 1 1 1 2 0 ---------1 1 0 3 0 1 LGConfig 1 I L LT R I L T 1 TR 1 Volume 1 1631 133 127 1108 1465 1 1043 11 1 Lane Width 1 112.0 12.0 12.0 112.0 12.0 1 12.0 1 RTOR Vol I 1 13 1 I 0 ------------------------------------------------------------------------------- Duration 0.25 Area Type: All other areas ------------------------------ Signal Operations -------------------------------- Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 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 S Right 1 WB Right G ,h 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 2.23 0.17 612.2 F LT 586 3547 0.23 0.17 41.9 D R 262 1583 0.45 0.17 44.5 D Northbound L 484 1770 0.23 0.79 6.1 A T 2714 3547 0.56 0.77 5.8 A Southbound TR 3348 5066 0.32 0.66 8.5 Intersection Delay = 118.5 (sec/veh) 452.0 F 5.8 A A 8.5 A Intersection LOS = F TWO-WAY STOP CONTROL SUMMARY General Information Site Information - al st DPA Intersection Biscayne Blvd & NE 12 St enc /Co. Jurisdiction Date Performed 10/28/2008 Analvsis Year Fut w Proi (2013) Lane Configuration v (veh/h) C (m) (veh/h) /c 95% queue length Control Delay (s/veh) i `OS NNIUaUH vciay ksivcii/ -- -- pproach LOS I-- -- Copyright © 2005 University of Florida, All Rights Reserved South Street: Bisc Period (hrs): 0.25 a rol Westbound 7 1 8 [r7 Boulevard Southbound 5 T 1324 0.95 1393 0 0 0 0 0 ,N on Eastbound 9 10 11 12 HCS+TM Version 5.21 Generated: 3/3/2010 2:03 PM [Analysis Time Period PM Peak Period Project Description Miami Science Museum - #08162 East[West Street: NE 12 Street Intersection Orientation: North-South Vehicle Volumes and Adjustments Major Street Northbound Movement 1 2 L T Volume veh/h) 1650 Peak -Hour Factor, PHF 0.82 0.95 Hourly Flow Rate, HFR 0 1736 veh/h Percent Heavy Vehicles 0 -- Median Type RT Channelized Lanes 0 2 Configuration T Upstream Signal 0 Minor Street Eastbound Movement 7 8 L T olume veh/h Peak -Hour Factor, PHF 0.82 0.82 Hourly Flow Rate, HFR 0 0 veh/h Percent Heavy Vehicles 0 0 Percent Grade (%) 0 Flared Approach N Storage 0 RT Channelized Lanes 0 0 Config�ion Delay, Queue Length, and Level of Service Approach Northbound Southbound Movement 1 4 Lane Configuration v (veh/h) C (m) (veh/h) /c 95% queue length Control Delay (s/veh) i `OS NNIUaUH vciay ksivcii/ -- -- pproach LOS I-- -- Copyright © 2005 University of Florida, All Rights Reserved South Street: Bisc Period (hrs): 0.25 a rol Westbound 7 1 8 [r7 Boulevard Southbound 5 T 1324 0.95 1393 0 0 0 0 0 ,N on Eastbound 9 10 11 12 HCS+TM Version 5.21 Generated: 3/3/2010 2:03 PM HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 Terr & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Pe-' d: PM Peak Period Year Fut w Proj (2013) Pr..t ID: Miami Science Museum - #08162 E/W St: NE 11 Terrace NIS St: Biscayne Boulevard ------------------------SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 L T R I L T R I L T R 1 L T R II I I ----------------------------------------------------------- No. Lanes 1 2 0 1 1 0 0 0 1 0 3 1 1 0 3 0 LGConfig 1 L R I 1 T R I T Volume 1321 81 1 1 1373 650 1 1268 Lane Width 112.0 12.0 1 1 12.0 12.0 1 12.0 RTOR Vol 1 8 1 I 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 I NB Left Thru 1 Thru A Right A A 1 Right A Peds 1 Peds WB Left 1 SB Left Thru I Thru A Right 1 Right Peds 1 Peds NB Right A A 1 EB Right S Might 1 WB Right G( h 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 L 1584 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 R 730 1583 0.11 0.46 17.6 B Westbound Northbound T 2383 5074 0.61 0.47 23.1 R 1583 1583 0.43 1.00 0.2 Southbound T 2383 5074 0.56 0.47 22.3 Intersection Delay = 18.3 (sec/veh) 18.4 B C 15.7 B A C 22.3 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 Date: Jurisd: Period: PM Peak Period Year Fut w Proj (2013) Pr/". ct ID: Miami Science Museum - #08162 EA, ,t: NE 11 Street NIS St: Biscayne Boulevard SIGNALIZED INTERSECTION SUMMARY ------------------------- ----------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ------------------------------------------------------------� No. Lanes 0 1 0 1 1 0 1 3 0 0 3 0 LGConfig LTR L TR ( L TR TR Volume 16 6 10 122 19 14 1129 2170 17 1 1395 41 1 Lane Width 12.0 112.0 12.0 112.0 12.0 1 12.0 RTOR Vol 0 1 0 1 0 ( 0 --------------- --------------------------------------------------------------- Duration 0.25 Area Type: All.other areas Signal Operations ------------------------------ -------------------------------- Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A A Thru A Thru A A Right A Right A A Peds Peds WB Left A SB Left A Thru A Thru A Right A J Right A Peds Peds NB Right EB Right SB Right WB Right G( a 15.0 15.0 55.0 10.0 Yo -,low 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 227 1737 0.11 0.13 44.3 D 44.3 D Westbound L 235 1805 0.10 0.13 44.3 TR 232 1781 0.16 0.13 44.7 Northbound L 322 1770 0.44 0.63 35.7 TR 3085 5069 0.78 0.61 18.1 Southbound TR 2416 5052 0.65 0.48 23.4 Intersection Delay = 21.2 (sec/veh) D D 44.5 D D B 19.1 B C 23.4 C Intersection LOS = C HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 8 St & Biscayne Blvd Agency: ------------------------ 0.05 Area Type: All other areas Date: Phase Combination 1 Jurisd: 4 5 Period: PM Peak Period A Year Fut w Proj (2013) P,q�,ct ID: Miami Science Museum - #08162 Thru A NE 8 Street NIS St: Biscayne Boulevard A ------------------------ _SIGNALIZED INTERSECTION SUMMARY Peds TR 3032 Eastbound Westbound Northbound ---------------- Southbound SB Left L T R L T R L T R L T R No. Lanes --------------- Right A 1 1 0 --------------- 1 --------------- 1 0 1 3 0 ------------ 1 3 0 LGConfig L TR L TR L TR L TR Volume 162 24 23 114 26 54 151 2007 41 163 1316 38 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 L 284 ------------------------ 0.05 ___-_-Signal Operations ----------------------- TR 201 1675 Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A A Thru TR 3642 A Thru A A Right A Right A A Peds 0.93 0.60 Peds TR 3032 5053 WB Left A A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right Right WB Right SB }z 5.0 12.0 60.0 7.0 Y61iow 3.0 4.0 4.0 3.0 All Red 0.0 1.0 1.0 0.0 Appr/ Lane Lane Group Grp Capacity Cycle Length: 100.0 --Intersection Performance Summary ------------------ Adj Sat Ratios Lane Group Approach Flow Rate ---------- ----------- (s) v g Delay LOS Delay LOS Eastbound L 252 1770 TR 207 1726 0.27 0.22 32.3 C 0.25 0.12 40.5 D 35.8 D Westbound L 284 1770 0.05 0.22 30.8 TR 201 1675 0.44 0.12 42.4 Northbound L 375 1770 0.15 0.75 9.7 TR 3642 5059 0.62 0.72 7.4 Southbound L 74 124 0.93 0.60 99.7 TR 3032 5053 0.49 0.60 11.5 Intersection Delay = 12.1 (sec/veh) C D 40.7 D A A 7.4 A F B 15.4 B Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 6 St & Biscayne Blvd Agency: L 619 Area Type: All other areas Date: 22.7 Jurisd: 4941 Per,-'qd: PM Peak Period 0.35 Year Fut w Proj (2013) P ct ID: Miami Science Museum - #08162 E/W St: NE 6 Street 3437 NIS St: Biscayne Boulevard 18.9 SIGNALIZED INTERSECTION SUMMARY 0.58 Eastbound 15.7 Westbound Northbound ----------------------- Southbound L T R L T R L T R L T R --------------- No. Lanes 0 0 0 ------------------------------�-- 1 3 0 2 4 0 --------� 0 4 0 LGConfig Delay L TR L T TR Volume 1102 704 149 1264 1958 1200 196 Lane Width 112.0 12.0 112.0 12.0 12.0 RTOR Vol 1 0 ) 0 --------------- --------------------------------------------------------------- Duration 0.25 Area Type: All other areas ------------------------------ Signal Operations -------------------------------- Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left A A Thru Thru A A Right Right Peds Peds WB Left A SB Left Thru A Thru A Right A Right A Peds Peds NB Right EB Right WB Right G\Right h 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 0.18 0.35 22.7 TR 1729 4941 0.54 0.35 26.3 Northbound L 1171 3437 0.25 0.57 18.9 T 3653 6765 0.58 0.54 15.7 Southbound TR 2451 6623 0.62 0.37 26.2 Intersection Delay = 21.2 (sec/veh) C C 25.9 C B B 16.1 B C 26.2 C Intersection LOS = C Northbound TR 2832 6742 0.73 0.42 25.2 Southbound L 1412 3437 0.08 0.64 17.8 T 4194 6765 0.29 0.62 8.8 Intersection Delay = 20.0- (sec/veh) C 25.2 C B A 9.6 A Intersection LOS = B secs HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 5 St & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Pe;7;gd: PM Peak Period Year Fut w Proj (2013) P ct ID: Miami Science Museum - #08162 E/% St: NE 5 Street NIS St: Biscayne Boulevard -------------------------SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound ---- --------- --- Southbound L T R J L T R L T R L T R --------------- No. Lanes ( 0 3 1 --------------- --------------- 0 0 0 0 4 0 ------------ 2 4 0 LGConfig LT R TR L T Volume 1229 93 103 1 1 1874 44 1100 1115 Lane Width 12.0 12.0 1 12.0 112.0 12.0 RTOR Vol 10 1 0 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 SP Right WB Right d, ,n 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 ____________________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 0.24 0.30 26.4 C 26.4 C R 475 1583 0.21 0.30 26.4 C Westbound Northbound TR 2832 6742 0.73 0.42 25.2 Southbound L 1412 3437 0.08 0.64 17.8 T 4194 6765 0.29 0.62 8.8 Intersection Delay = 20.0- (sec/veh) C 25.2 C B A 9.6 A Intersection LOS = B secs Project Driveways HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: NE 11 St & Biscayne Blvd Agency: Area Type: All other areas Date: Jurisd: Pe�;pd: PM Peak Period Year Fut w Proj (2013) Pr ct ID: Miami Science Museum - 408162 E/% 6t: NE 11 Street/Driveway NIS St: Biscayne Boulevard SIGNALIZED INTERSECTION SUMMARY ---------------- Eastbound 1 Westbound I Northbound I Southbound L T R J L T R I L T R I L T R I I I ---------------------------------------------I ------------ No. Lanes 1 0 1 0 1 1 1 0 1 1 3 0 1 0 3 0 LGConfig I LTR 1 L TR I L TR I TR Volume 16 6 10 122 19 14 1129 2170 17 1 1395 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 S� Right 1 WB Right G'\ n 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 Delay LOS Delay LOS Eastbound LTR 227 1737 0.11 0.13 44.3 Westbound L 235 1805 0.10 0.13 44.3 TR 232 1781 0.16 0.13 44.7 Northbound L 322 1770 0.44 0.63 35.7 TR 3085 5069 0.78 0.61 18.1 Southbound TR 2416 5052 0.65 0.48 23.4 Intersection Delay= 21.2 (sec/veh) D 44.3 D D D 44.5 D D B 19.1 B C 23.4 C Intersection LOS = C secs Appendix E Committed Development Information Name Art Museum Type of Permit Ado MUSP 1075 Biscayne Miami Science Museum Commited Developments - TAZ 511 Location Information Units Sq Ft. Description Net Area Res /Condo Hotel Office Retail Museum i Museum Downtown 0 0 0 0 121,000 0 0 0 0 121,000 #08162 - TAZ 511 1 Committed Developments (MiaSci).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 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 of Gross External Trips of Gross External Trips (1) (2) (3) 29% 29% 29% 2 3 1 71% 71% 71% 6 8 4 8 11 5 NET EXTERNAL VEHICLE TRIPS 29% 7 71% 18 25 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 1.40 Persons/ Vehicle Persons/ Vehicle 29% 29% 10 4 71% 71% 25 11 35 16 Net External Person Trips (vehicles and transitlmodes) 29% 15 _ 71% 36 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 (4) TAZ 511 includes Miami Art Museum. #07136 - TAZ 511 1 T -Gen (MiaSci).xls TAZ 511 2015 Cardinal Distribution Direction 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% 23.46%114.23% fiEKIM 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.xls 1 Miami Science 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 Bisiyne Boulevard Mixed Use: Residential & Retail Downtown 310 24 0 5,765 111 NE 11 Street MUSP 111 NE 11 Street Mixed Use: Residential & Retail Downtown 430 0 0 29,232 900 Biscayne Bay MUSP 900 Biscayne Boulevard Mixed Use: Residential, Office, & Retail Downtown 516 0 69,204 14,375 Ten Museum Park MUSP 1040 Biscayne Boulevard Mixed Use: Residential, Office, & Retail Downtown 200 0 12,840 8,390 Marina Blue MUSP 824 Biscayne Boulevard Mixed Use: Residential, Office, & Retail Downtown 516 0 10,700 29,300 Total 1,972 24 92,744 87,062 #08162 - TAZ 513 1 Committed Developments (MiaSci).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 @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips (1) 22.60% of Gross External Trips (2) 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 1 57% 223 43% 168 391 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 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 (2) Transit trip reduction based on projected m( (3) Pedestrian and bicycle trip reductions base( (4) TAZ 513 includes Marquis, 111 NE 11 St, 9 between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) dal splits used in the Downtown Miami DRI Increment II on Downtown characteristics used in the Downtown Miami DRI Increment II 10 Biscayne Bay, Ten Museum Park, and Marina Blue. #07136 - TAZ 513 1 T -Gen (MiaSci).xis 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% 33.19% 1 18.81% 31.99% 1 16.01% 28.67% 37.61% /\ 10.82% 22.90% W:\08\08162\rc\excel\TAZ.xls Name Park Miami Science Museum Commited Developments - TAZ 519 Location Information of Permit ((Address Description MUSP 700 Biscayne Boulevard Mixed Use: Residential, Retail, Office & Hotel Total Units Net Area Res / Condo Downtown 467 467 Sq Ft. Hotel Office Retail 120 0 12,947 120 0 12,947 #08162 - TAZ 519 .I Committed Developments (MiaSci).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 @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips (1) 22.60% of Gross External Trips (2) 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 @ Net External Person Trips using Transit 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 61% 61% 140 62 39% 39% 89 39 230 101 Net External Person Trips (vehicles and transii 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 differer (2) Transit trip reduction based on projected (3) Pedestrian and bicycle trip reductions be (4) TAZ 519 includes Paramount Park between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) dal splits used in the Downtown Miami DRI Increment II I on Downtown characteristics used in the Downtown Miami DRI Increment II #07136 - TAZ 519 1 T -Gen (MiaSci).xls TAZ 519 2010 Cardinal Distribution Direction TAZ 519 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% 18.74%112.30% 18.330 1 /4.85% 35% 0.79%19.21% 37.07% 1 17.15% 33.22% 1 12.56% 31.04% 40.76% /\ 8.20% 20.00% W:\08\08162\rc\excel\TAZ.xls Name Bayfront Plaza Miami Science Museum Commited Developments - TAZ 541 Location Information of Permit I Address Description MUSP 100 South Biscayne Boulevard Mixed Use: Residential, Retail & Office Total Units Net Area Res / Condo Downtown 447 447 Sq Ft. Hotel Office Retail 850 0 112,000 850 0 112,000 #08162 - TAZ 541 1 Committed Developments (WaSci).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 @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips (1) 22.60% of Gross External Trips (2) 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 @ Net External Person Trips using Transit 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 53% 53% 564 248 47% 47% 496 218 1060 466 Net External Person Trips (vehicles and transit i modes) 53% 812 47% 714 1526 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 539/6 110 47% 96 206 Notes (1) A 16% reduction to adjust for the differen (2) Transit trip reduction based on projected (3) Pedestrian and bicycle trip reductions ba: (4) TAZ 541 includes One Bayfront Plaza. between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) dal splits used in the Downtown Miami DRI Increment II I on Downtown characteristics used in the Downtown Miami DRI Increment II #07136 - TAZ 541 1 T -Gen (MiaSci).xls TAZ 541 2010 Cardinal Distribution Direction TAZ 541 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% 21.25% 10.29% 21.73° 4.55% 26.190/o/ 1 \2.06% 3.16%10.77% 42.98% 1 14.84% 39.35% 1 2.83% W:\08\08162\rc\excel\TAZ.xls Name Miami Science Museum Commited Developments - TAZ 550 Location Information Type of Permit Address MUSP 16 SE 2 Street, 60 SE 2 Street, 41 SE 3 Street, 61 SE 3 Street Total Use: Residential, Retail, Office, & Vertical Sports Club Units Net Area Res /Condo Downtown 521 521 Sq Ft. Hotel Office Retail 401 147,696 50,307 401 147,696 50,307 #08162 - TAZ 550 1 Committed Developments (MiaSci).xls 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 @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips (1) 22.60% of Gross External Trips (2) 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 1 46% 194 54% 230 1 424 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 46% 46% 271 119 54% 54% 322 142 594 261 Net External Person Trips vehicles and transit nodes) 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 1 T -Gen (MiaSci).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% \21'.00% 13.20% ' 6.140 24.780/o`/ I 'N4.65% 5.51%15.39% 40.33% 1 19.34% 30.29% 1 10.04% 34.20% 44.11% /N,, 10.79% 10.90% W:\08\08162\rc\excel\TAZ.xls Miami Science Museum Commited Developments - TAZ 555 Name Location Information Units Sq Ft. 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 1 Mixed Use: Residential, Retail, & Office Downtown 30 400 678,230 30,090 Total 680 800 678,230 75,026 #08162 - TAZ 555 1 Committed Developments (MiaSci).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 @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips (1) 22.60% of Gross External Trips (2) 1.0.00% of Gross External Tris 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 @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 37% 37% 485 213 63% 63% 813 358 1298 571 Net External Person Trips (vehicles and transit nodes) 37% 698 63% 1171 1869 Net External Person trips walking / using bic cle 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 1 T -Gen (MiaSci).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% 111031 VIU�NIIIIIIYJ 21.47%111.66% .45% 25.500/o/ 1 X2.05% 1.84%10.77% 43.73% 1 16.11% 37.34% 1 2.82% 33.13% 47.76% /\ 6.50% 12.61% W:\08\08162\rc\exceI\TAZ.xIs Name Plaza Miami Science Museum Commited Developments - TAZ 557 Location Information IUnits Sq Ft. a of Permit (Address Description Net Area Res / Condo Hotel Office Retail Mixed Use: Residential, Retail, MUSP 300 Bisca),ne Boulevard Way Downtown 1,228 62 0 38,000 Restaurant &Condo/Hotel Total 1,228 62 0 38,000 #08162 - TAZ 557 1 Committed Developments (MiaSci).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 @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips (1) 22.60% of Gross External Trips (2) 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 @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 62% 62% 273 120 38% 38% 166 73 438 193 Net External Person Trips (vehicles and transi modes) 62% 393 38% 238, 631 Net External Person trips walking / using bicyc i le 1.40 Persons/ Vehicle 62% 1 53 38% 1 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 1 T -Gen (MiaSci).xls TAZ 557 2010 Cardinal Distribution Direction TAZ 557 NNE 12.71% ENE 5.76% ESE 1.30% SSE 0.34% SSW 10.07% WSW 25.20% WNW 21.61% NNW 23.01% TOTAL 100.00% %23.01% 12.XO/o6,' 25.20% 30°/6 10.07% 0.34% 44.62% 18.47% 35.27% 1 1.64% 35.72% 46.81% /\ 7.06% 10.41% W:\08\08162\rc\excel\TAZ.xls Appendix F Museum Trip Rate Calculations Miami Children's Museum Gross Area= 55,637 SF Miami Children's Museum WEDNESDAY 5/04/05 TUESDAY 5/03/05 DAILY DISTRIBUTION TWO-WAY BEGIN TIME IN TWO-WAY OUT IN 2 OUT IN TOTAL 50% 0 0 12:00 AM 1 3 4 25% 2 75% 01:00 AM 0 4 4 0% 0% 100% 02:00 AM 1 6 7 14% 1 86% 03:00 AM 1 1 2 50% 33% 50% 04:00 AM 0 0 0 0% 5 0% 05:00 AM 1 2 3 33% 23 67% 06:00 AM 0 3 3 0% 63% 100% 07:00 AM 2 5 7 29% 20 71% 08:00 AM 2 9 11 18% 35% 82% 09:00 AM 14 18 32 44% 22 56% 10:00 AM 14 16 30 47% 22 53% 11:00 AM 9 12 21 43% 0% 57% 12:00 PM 4 15 19 21% 0 79% 01:00 PM 15 26 41 37% 100% 63% 02:00 PM 11 21 32 34% 9 66% 03:00 PM 10 10 20 50% 3100% 50% 04:00 PM 8 13 21 38% 43% 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% 11:00 PM 3 8 11 27% 73% TOTAL 117 222 339 35% 65% Miami Children's Museum Gross Area= 55,637 SF Miami Children's Museum WEDNESDAY 5/04/05 DAILY DISTRIBUTION OUT OUT IN TWO-WAY OUT IN TOTAL TOTAL 2 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 3100% 57% 0% 194 148 342 57% 43% PM Peak Hour (4:00 - 6:00 PM) 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% 167 23 ';; 71 °10 29%0 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 Al3% 57% 156 185 34 46% 54% #08162 1 MCM DAILY DISTRIBUTION.As DAVID PLUMMER 8 ASSOCIATES, INC. 24-HOUR COUNTS Project Name: Miami Children's Museum Project No.: 08162 Location: M.C.M East of Service Road Count Date: 5/4/2005 Observer: Traffic Survey Specialists, Inc. BEGIN11 11:45 AM WESTBOUND EASTBOUND TIME TIME 11st 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 1 0 1 1 0 2 1 3 07:00 AM 1 0 2 0 0 2 08:00 AM 1 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 1 5 3 8 20 02;00 PM 4 3 0 3 10 03:00 PM 1 5 8 8 22 0 4 7 5 5 21 0 5 9 4 7 25 10:00 PM 6 3 5 5 19 VO4:OO 1 1 1 1 4 24-HOUR TOTAL 2 1 3 2 8 1 1 1 2 1 3 3 2 9 11:00 PM 0 1 2 0 3 24-HOUR TOTAL 194 EASTBOUND BEGIN 11:45 AM WESTBOUND 9.1% TIME I 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 0 1 1 0 2 01:00 AM 0 0 0 0 0 02:00 AM 1 0 0 1 2 03:00 AM D 0 0 0 0 04:00 AM 2 0 0 0 2 05:00 AM 0 0 0 1 1 06:00 AM 1 0 1 2 1 3 1 6 07:00 AM 1 3 0 1 5 08:00 AM 1 3 5 3 12 09:00 AM 1 5 5 3 14 10:00 AM 3 3 2 2 10 11:00AM 4 1 2 1 8 12:00 PM 3 6 9 2 20 01:00 PM 7 1 8 1 6 16 37 02:00 PM 6 6 1 8 21 03:00 PM 4 3 0 0 7 04:00 PM 0 0 1 0 1 05:00 PM 0 0 0 0 1 0 06:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 1 0 0 0 1 0 09:00 PM 0 1 0 0 0 0 10:00 PM 0 0 0 0 0 11:00 PM 0 0 0 0 0 24-HOUR TOTAL 148 DAILY TRAFFIC COUNT SUMMARY AM Peak Hour: Time: 11:45 AM Volume: 12 AM Peak Hour: EASTBOUND AND WESTBOUND AM Peak Hour: Time: 11:45 AM K -factor: 9.1% D -factor: 61.3% WB PM Peak Hour: Time: 01:00 PM K -factor: 16.7% D -factor: 64.9% WB Time: 11:45 AM Volume: 19 Volume: 31 PHF: 0.60 Volume: 57 PHF: 0.59 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 AM Peak Hour: Time: 09:15 AM EASTBOUND 10.9% TIME 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 1 0 0 0 1 01:00 AM 0 0 0 0 0 02:00 AM 0 1 0 0 1 03:00 AM 1 0 0 0 1 04:00 AM 0 0 0 0 0 05:00 AM 0 0 1 0 1 06:00 AM 0 1 0 1 0 0 0 07:00 AM 0 1 10 5 2 08:00 AM 1 1 0 0 2 09:00 AM 5 2 3E 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 1 7 1 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 PM2 3 0 1 1 4 08:00 PM 0 1 0 1 2 09:00 PM 1 1 3 1 B 10:00 PM 1 1 0 0 2 1100 PM 0 1 1 1 3 24-HOUR TOTAL 24-HOUR TOTAL 117 Project No.: 08162 Count Date: 5/3/2005 BEGIN AM Peak Hour: Time: 09:15 AM WESTBOUND 10.9% 11 TIME I 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 1 0 1 2 0 3 01:00 AM 1 0 2 1 4 02:00 AM 2 1 D 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 1 0 1 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 1 7 1 5 1 4 5 21 03:00 PM 2 1 2 5 10 04:00 PM 2 4 4 3 13 05:00 PM 2 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 PM 3 1 2 2 1 8 24-HOUR TOTAL 222 DAILY TRAFFIC COUNT SUMMARY EASTBOUND AM Peak Hour: Time: 09:15 AM Volume: 15 AM Peak Hour: EASTBOUND AND WESTBOUND AM Peak Hour: Time: 09:15 AM K -factor: 10.9% D -factor: 59.5% WB PM Peak Hour: Time: 12:45 PM K -factor: 12.7% D -factor: 62.8% WB Time: 09:15 AM Volume: 22 Volume: 37 PHF: 0.58 Volume: 43 PHF: 0.60 Appendix G Traffic Control Measures Plan Miami Science 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 (MiaSci).doc