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HomeMy WebLinkAboutIII-2 Traffic Impact Analysis06/20/2005 16:56 3054444985 DAVID PLUMMERANDA SD PAGE 02 IPIMMb, VMS, June 20, 2005 Ms. Lilian 1. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2'4 Avenue (10'h Floor) Miami, Florida 33130 Re: Le Fayette Square (WO * 111) Sufficiency Letter Dear Ms. Medina: Via Fax and V8Mali Subsequent to our June 8, 2005 review comments for the subject proiect, we have Ived a formal response from David Plummer and Associates Inc. (DPA) on June 20, 200 . Please note that the response letter from DPA addresses ail the comments. The FloridaDe rtrnent of Transportation Planning Office is represented by Kiffieson & Associates (KUA). We ve also received a sufficiency letter (via e-mail) from K&A dated June 20, 2005. Phatocap of both the response letter from DPA and e-rrtall from K&A are attached herewith. At this time, we conclude that the traffic report along with the subsequent submitted m Its all the traffic requirements and the report is found to be sufficient. Should you have any questions, please call Quazi Masco(' ar me at 954.739.1881, Raj hanmug Sea r Traffic Engineer Attachment ec:Mr. Kevin Weiford, Renner 1, Cray of Miami (Fax: 305.4161+443) Juan Espinosa. DIM, (Fax 305.444.4986) URS Cwpwxrloo uks+eo+r Complex 55100 NW aara Amos, Soros 1.50 fart Leud.rd.le, FL 2$$00.8315 Tel. 9Si4.739.1881 Fix: 954.73ii. 760 • • • • LA FAYETTE SQUARE Major Use Special Permit Traffic Impact Study Prepared by: David Plummer & Associates, Inc. 1750 Ponce de Leon Boulevard Coral Gables, Florida 33134 May 2005 DPA Project # 05134 La Fayette Square MUSP Traffic Impact tudy TABLE OF CONTENTS Page List of Exhibits EXECUTIVE SUMMARY 1 LO INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 2 2,0 EXISTING TRAFFIC CONDITIONS 4 2.1 Data Collection 4 2.1.1 Roadway Characteristics 4 2.1.2 Traffic Counts 5 2.1.3 Intersection Data 5 2.2 Corridor Capacity Analysis 8 2.3 Intersection Capacity Analysis 10 3.0 PLANNED AND PROGRAMMED IMPROVEMENTS 12 4.0 FUTURE TRAFFIC CONDITIONS 13 4.1 Background Traffic 13 4.2 Committed Developments 13 4.3 Project Traffic 13 4.3.1 Project Trip Generation 13 4.3.2 Project Trip Assignment 15 4.4 Future Corridor Capacity Analysis 19 4.5 Future Intersection Capacity Analysis I9 4.6 Site Access 23 5.0 CONCLUSIONS 24 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Approved Transportation Methodology Traffic Counts & Signal Timing FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Intersection Capacity Analysis Worksheets Volume Matrices Traffic Control Plan Pane i • La Fayette Square MUSPTraffic impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 2005 PM Peak Hour Traffic Volumes 6 3 Existing Lane Configurations 7 4 Existing Corridor and Transit Conditions 9 5 Person -trip Volume and Capacity — Existing Conditions Matrix 11 6 2005 Intersection Capacity Analysis Results 10 7 Future PM Peak Hour Traffic Volumes without Project 14 8 PM Peak Hour Project Trip Generation 16 9 Cardinal Distribution 17 10 PM Peak Hour Project Traffic Assignment 18 11 Person -trip Volume and Capacity — Future Conditions Matrix. 20 12 Future PM Peak Hour Traffic Volumes with Project 21 13 Future Intersection Capacity Analysis 19 Page ii La Fayette Square MUST' Traffic Impact Study EXECUTIVE SUMMARY La Fayette Square is a proposed affordable housing residential project located on NE 79th Street mid -block between NE 2" ` and NE 15` Avenues in Miami, Florida. The project consists of approximately 310 residential dwelling units. Primary access to the site is proposed on NE 79th Street via a two-way driveway. Build out of the project is anticipated by the year 2007. The subject site is located outside the boundaries 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 LOS E threshold. The intersection capacity analysis was perfoiwed 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 LOS E standard adopted by the city. Page 1 La Fayette Square MUSP Traffic Impact Study 1.0 INTRODUCTION La Fayette Square is a proposed affordable housing residential project located on NE 79th Street mid -block between NE 2nd and NE lst Avenues in Miami, Florida (see Exhibit 1). The project consists of approximately 310 residential dwelling units. Primary access to the site is proposed on NE 79t ' Street via a two-way driveway. Build out of the project is anticipated by the year 2007. The subject site is located outside the boundaries 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 NE 87tt' Street to the north, 1-95 to the west, Biscayne Boulevard to the east and NE 71st Street to the south. Intersection capacity analysis was perfotiued for the following intersections: • NE 2nd Avenue / NE 79th Street • NE 2nd Avenue / NE 78th Street • NE 1st Avenue / NE 79th Street • NE 1 St Avenue / NE 78th Street 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 based 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. This method is consistent with the City's Comprehensive Plan and promotes improved transportation efficiency through increased private vehicle occupancies making mass transit a full partner in the urban transportation system. Page 2 • • Q3 2 l�6 1-{ 1 7- 87 rt 6 91 T C. N.T.S. 3 `4 ..- --�-...; L_'1 I I PROJECT SITE \1 cr CT 75 H [ 2 `Jr 8 5 F: dpa PROJECT: LA FAYETTE SQUARE MUSP TRAFFIC IMPACT STUDY TULE LOCATION MAP EXHIBIT No. Page 3 La Fayette Square MUSP Traffic impact Stud • • 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 NE/NW 79th Street NE/NW 79th Street (SR 934) is a major arterial that provides east/west access throughout the northern part of City of Miami from Biscayne Boulevard to 1-95. Within the project limits, NE/NW 79th Street is a four lane undivided roadway (three lanes eastbound; one lane westbound). There is on -street parking on both sides of the roadway and the posted speed limit is 35 mph. NE/NW 82" Street NE/NW 82" Street (SR 934) is a collector that provides east/west access in the northern segment of the city from the NE 2"d Avenue to I-95. NE/NW 82" Street within the project area is a two- lane one-way westbound roadway with on -street parking on both sides of the roadway. The posted speed limit is 40 mph. NE 2nd Avenue NE 2°d Avenue is a major roadway that provides north/south access through the city. From NE 71st Street to just north of NE 82" Street, NE 2" Avenue is a two-lane, two-way undivided roadway with on -street parking on both side of the roadway. From north of NE 82" Avenue to NE 87th Avenue, NE 2" Avenue is a two-way, five -lane roadway (two lanes in each direction with a middle turning lane). There is no on -street parking in this segment of NE 2" Avenue. The posted speed limit on NE 2" Avenue is 30 mph. Page 4 La Fayetue Square MUSP Traffic Impact Study . 2.1.2 Traffic Counts • • Consistent with the methodology submitted to and approved by the City, peak period vehicle turning movement counts and 24-hour directional counts were collected at the intersections and segments under study. Seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). Traffic counts are included in Appendix B. Exhibit 2 shows the adjusted 2005 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 5 ¢ Z NE 82 ST Qnl 111 Z > pi N.T.S, •-}.. .._,._...... .. 435 € i ---0-' 1 ` ).- ..-.. ............ .344 NE 79 ST �� N ,ri "....,.. A ... ._ s 52 M. g' -- �' i'-).-- T , z6 6 NE 78 ST PROJECT SITE .._... ..... _- -cam ,k - I ! 15 • . r `n • PROJECT: LA FAYETTE SQUARE MUSP TRAFFIC IMPACT STUDY TITLE 2005 EXISTING PM PEAK HOUR VEHICULAR VOLUMES EXHIBIT Nu. 2 Page 6 s 9 N MIAMI AV NE 82 ST A -t' ,4J CV W Z N.T.S. NE 79 ST 4 PROJECT SITE Y NE 78 ST PROJECT LA FAYETTE SQUARE MUSP TRAFFIC IMPACT STUDY TITLE, EXHIBIT No. LANE CONFIGURATION 3 Page 7 La Fayette Square MLJSP Traffic Impact Study • 2.2 Corridor Capacity Analysis • • Existing traffic conditions for the project area corridors have been established using the person - trip based corridor capacity method. The methodology for this analysis is outlined in the Miami Comprehensive Neighborhood Plan. The existing traffic conditions analysis identifies the person -trip volumes and person -trip capacities of the corridors, establishes existing person -trip usage and identifies whether or not person -trip deficiencies exist. An adopted standard of LOS E applies to the transportation corridors as measured by the person -trip method. The existing conditions analysis establishes the multi -modal corridor conditions within the project area. The person -trip capacities and volumes for the study corridors have been developed consistent with the approved methodology for this project as described below: Person -Trip Volumes Link volumes collected were adjusted to peak season traffic conditions using seasonal adjustment factors provided by FDOT. Peak hour maximum service volumes were obtained from FDOT's 2002 Quality/Level of Service Handbook. Bus ridership and capacity were obtained from Miami -Dade Transit Agency (MDTA). An analysis of existing vehicle roadway and transit conditions is shown in Exhibit 4; supporting information is included in Appendix C. Person -Trip Capacity Vehicle occupancy for the person -trip capacity calculations is based upon a comprehensive study performed for the City of Miami. The vehicle occupancy factor of 1.6 persons per vehicle is approved for use as the practical capacity of a private passenger vehicle to deteimine 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 from MDTA. Page 8 • • Exhibit 4 Existing Corridor and Transit Conditions Corridor From To Roadway Conditions (vehicles) Transit Conditions (persons) Dir Existing Lanes Count Source/ Period Raw PM Peak Hour Volume Peak Season Factor PM Peak Hour Volume Dir Max Service Volume [1] Total Bus Ridership [2] Bus Capacity [2] NE/NW 79 Street -95 Biscayne Blvd EB 3LU DPA - PM 1155 0.99 1143 1868 50 996 WB 1 LU DPA - PM 450 0.99 446 780 41 984 NE/NW 82 Street 1-95 NE 2 Avenue WB 2L DPA - PM 1074 0.99 1063 1992 NE 2 Avenue NE 87 Street NE 85 Street NB 2LU DPA -PM 1013 0.99 1003 1290 79 546 SB 2LU DPA -PM 504 0.99 499 1290 32 504 NE 85 Street NE 78 Street NB 1LU DPA -PM 892 0.99 883 810 79 546 SB 1LU DPA -PM 441 0.99 437 810 32 504 NE 78 Street NE 71 Street NB 2LU DPA -PM 793 0.99 785 1290 79 546 SB 1LU DPA -PM 428 0.99 424 810 32 504 Notes: [1] Peak Hour Directional Maximum Service Volumes are obtained from FDOT's Quality/Level of Service Handbook [2] Transit information obtained from the MDTA La Fayette Square MUSP Traffic Impact Study • Available Person -Trip Capacity The available person -trip capacity for each corridor is shown in Exhibit 5 based on the following: Person -trip capacity — Person -trip volume = Available Person -trip capacity. A general level of service designation is provided for each study corridor based on the calculated available person -trip capacity. A person -trip level of service look -up table was developed based on the ratios derived from the FDOT's 2002 Quality/Level of Service Handbook (see Appendix C). Based upon the person -trip evaluation for existing traffic conditions, no study corridor operates below the acceptable "person -trip" level of service standards. 2.3 Intersection Capacity Analysis The intersection capacity analysis was performed using vehicular volumes and the Highway Capacity Software (HCS), based on the procedures of the 2000 Highway Capacity Manual. Exhibit 6 shows the resulting LOS for existing conditions at the intersections under study, analysis worksheets are included in Appendix D. All three intersections operate within the standard adopted by the city. Exhibit 6 2005 Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/C7 Existing LOS NE 2nd Avenue / NE 78th Street S C NE 2'd Avenue / NE 79h Street S C NE 1 -t Avenue / NE 78th Street U A NE I st Avenue / NE 79t5 Street U* B Source: IPA tI= unsignalized S= signalized * = Major street approach LOS reported for unsignalized }HCM analysis. Page 10 • • • Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix Corridor From To Roadway Mode Transit Mode Segment Total Dir (a) Roadway Vehicular Capacity (b) Pers•Trip Capacity ®PPV=1.6 (a)* 1.6 (c) Roadway Vehicular Volume (d) Pers-Trip Volume @PPV=1,4 (c)* 1.4 (e) Excess Pers-Trip Capacity (b) - (d) (t) Total Pers-Trip Capacity (9) Total Pers-Trip Volume (h) Pers-Trip Excess Capacity (t)-(g) (i) Segment Pers-Trip Capacity (b)+(t) (I) Segment Pars -Trip Volume (d)+(g) (k) Pers-Trip Excess Capacity (i)-(]) (I) Segment Person Trip LOS v/c (1)/(i) NE/NW 79 Street 1-95 NE/NW 82 Street 1-95 NE 2 Avenue NE 87 Street NE 85 Street NE 78 Street Biscayne Blvd NE 2 Avenue NE 85 Street NE 78 Street NE 71 Street ES WB WB NB SB NE SB NB SB [1] 1868 780 1992 1290 1290 810 810 1290 810 (21 2989 1248 3187 2064 2064 1296 1296 2064 1296 131 1143 446 1063 1003 499 883 437 785 424 (4] 1601 624 1489 1404 699 1236 611 1099 593 1388 624 1699 660 1365 60 685 965 703 isi 996 984 0 546 504 546 504 546 504 (e1 50 41 0 79 32 79 32 79 32 946 943 0 467 472 467 472 487 472 3985 2232 3187 2610 2568 1842 1800 2610 1800 1650 665 1489 1483 731 1315 644 1178 626 2334 1567 1699 1127 1837 527 1156 1432 1174 0.41 0.30 0.47 0.57 0.28 0.71 0,36 0.45 0.35 (71 D C D C C C C C C Notes: [1] The Roadway Vehicular Capacity is obtained from Exhibit 4. [2] Person -Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity. [3]) The Roadway Vehicular Volume is obtained from Exhibit 4. [4] Person -Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity. [5] The Total Transit Person -Trip Capacity is obtained from Exhibit 4. [6] The Total Transit Person -Trip Volume is obtained from Exhibit 4. [7] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C). I a Fayetie Square MUSP Traffic Impact Study • • 3.0 PLANNED AND PROGRAMMED IMPROVEMENTS The 2005 Miami -Dade County Transportation Improvement Program (TIP) and the 2025 Metro - Dade Transportation Plan Long Range Element, were reviewed to identify any programmed or planned projects within the limits of the study area established. The Florida Department of Transportation (FDOT) has a resurfacing project scheduled for NE/NW 79th Street from Biscayne Boulevard to 1-95. This resurfacing project has been put on hold and FDOT is conducting a Project Development and Environment (PD&E) study for the NE/NW 79th Street and NE/NW 82nd Street corridors from Biscayne Boulevard to 1-95. This PD&E study is considering the feasibility of converting NE/NW 79th Street to two -lanes in each direction with a turning middle lane and no on -street parking. The study is also considering converting NE/NW 82nd Street to two-way. However, a preferred alternative has not been selected and one is not expected until November 2005. The construction year for the preferred improvement is expected by the fiscal year 2009-2010. Due to the lack of a preferred alternative to consider, this potential improvement was not considered in this analysis. Page 12 La Fayette Square MUSP Traffic impact Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic Consistent with other traffic studies performed in the area, a conservative two (2) percent growth factor was added to existing traffic volumes. This growth rate is intended to account for future growth due to additional developments that have not been identified at this time but occur within the study period. 4.2 Committed Developments A list of projects was obtained from city staff, City of Miami Planning and Zoning Department Report on Private Development From 1996 Updated through April 2005. 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. No committed development was listed in the immediate vicinity of the project. Future traffic volumes were projected for the build -out year 2007. Exhibit 7 shows the projected turning movement volumes without the project 4.3 Project Traffic 4.3,1 Project Trip Generation 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 were established using the following procedure consistent with Increment Il of the Downtown DRI and the approved methodology: Page 13 • N MIAMI AV NE 82 ST Q w z Q tN z N.Ts. 47> 453 5 3 NE 79 ST B 4 PROJECT: PROJECT SITE LA FAYETTE SQUARE MUSP TRAFFIC IMPACT STUDY TITLE, IC49 47 7 5 ZU — . 6 FUTURE W/O PROJECT PM PEAK HOUR VEHICULAR VOLUMES NE78ST EXHIBIT No_ 7 Page 14 La Fayette Square MUST' Traffic Impact Study • • The gross vehicular trip generation for each land use was determined using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. • 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 5% for transit based on transit service provided. • Gross vehicular trips were also reduced by 10% for pedestrian/bicycle based pedestrian amenities provided. • The net external vehicle trips were converted to person -trips using 1.4 persons per vehicle pursuant to City standards. • The vehicular trips assigned to transit were converted back to person -trips using 1.4 persons per vehicle pursuant to City standards. • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. A trip generation summary for the project is provided in Exhibit 8. 4.3.2 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 396, shown in Exhibit 9. 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 10 shows the project vehicular trip assignment to the impacted roadway segments and intersections. Exhibit 10 shows the total PM peak hour traffic volumes (with project) at the intersections under study. Page 15 • • Exhibit 9 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL Trips % Trips Trips High -Rise Apartments 310 DU 222 61% 65 39% 43 108 GROSS VEHICLE TRIPS 160% 65 1 40% 43 [ 108 Vehicle Occupancy Adjustment C 16.00% of Gross External Trips Transit Trip Reduction © 5.00% of Gross External Trips Pedestrian / Bicycle Trip Reduction 0 10A0% of Gross External Trips (1) (2) (3) 60% 60% 60% 10 3 7 40% 40% 40% 7 2 4 17 5 11 NET EXTERNAL VEHICLE TRIPS 60% 45 40% 30 75 l F I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1,40 Persons/ Vehicle Net External Person Trips (vehicles and transit modes) 60% 60% 60% 63 5 67 40% 40% 40% 42 3 45 104 8 112 J i 1 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 1 60% 9 40% 6 I 15 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 available transit. (3) Pedestrian and bicycle trip reductions based on engineering judgement. La Fayette Square MUSP Traffic Impact Study • • Exhibit 9 Cardinal Distribution of Trips TAZ 396 Cardinal Direction Distribution TAZ 396 NNE 16.02% ENE 4.85% ESE 3.65% SSE 11.51% SSW 19.70% WSW 17.32% WNW 12.72% NNW 14.22% Total 100% Page 17 • c 96 9511 T 95 ST S' L R T cT 93 S9? tiC) T 93 ST N.T.S. 91 s.1 90 f 8!� cT CJ 99 89 ST 88 87 _ �EE_.._ 8 4 S T J ?1 82 i rSR `8.6 `I PROJECT SITE JI n �=r rr) !, F Q T CN L I <si c1 ST 1 - 0 55 C\J d p a PROJECT - LA FAYETTE SQUARE MUSP TRAFFIC IMPACT STUDY TILE TRIP ASSIGNMENT EXHIBIT N. 10 J Page 18 • La Fayette Square MUSP Traffic Impact Study 4.4 Future Corridor Capacity Analysis The existing person -trip volumes were combined with the background growth person -trips to obtain the total year 2007 person -trip volume without project. The net external project person - trips were then added to get the future person -trip volumes with project. These volumes were compared to the future person -trips capacities to deteimined future level of service. The future person -trip volume and capacity matrix is shown in Exhibit 11. All corridors analyzed are projected to operate within the established LOS E threshold. 4.5 Future Intersection Capacity Analysis Background growth trips were combined with the adjusted 2005 existing traffic to get the total year 2007 vehicular traffic without project on the study intersections. The project trips were then added to obtain the future with traffic volumes. Exhibit 12 shows the total (with project) PM peak hour vehicular traffic volumes at the intersections under study. Results of the future intersection analysis show that all intersections operate within the LOS E standard adopted by the city. Exhibit 13 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix D. Exhibit 13 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U LOS Future Without Project LOS Future with Project Existing Signal Timing NE 2 Avenue / NE 78th Street S C C NE 2nd Avenue / NE 79th Street S C C NE 1st Avenue / NE 78th Street A A NE lst Avenue / NE 79th Street U* B B Source: DPA U= unsignalized S= signalized -.Major street approach LOS reported for unsignalized i ICM analysis. Page 19 • • • Exhibit 11 Person -Trip Volume and Capacity Future Conditions Matrix Corridor From To Without Project With Project Dir (a) Existing Pers-Trip Volumes (b) Yr 2007 Total Bkg Pers-Trip (c) Future Pers-Trip Capacity (d) Future w/out Proj Pers-Trip (e) Project Pers-Trip Volume (t) Yr 2007 Total Pers-Trip (b)+(e) (g) Future Pers-Trip Capacity (h) Future with Proj Pers-Trip v/c (b)/(c) LOS v/c (f)/(g) LOS NE/NW 79 Street 1-95 NE/NW 82 Street 1-95 NE 2 Avenue NE 87 Street NE 85 Street NE 78 Street Biscayne Blvd NE 2 Avenue NE 85 Street NE 78 Street NE 71 Street EB WB WB NB SB NB SB NB SB [1] 1650 665 1489 1483 731 1315 644 1178 626 [2] 1717 692 1549 1543 760 1368 670 1225 651 [3] 3985 2232 3187 2610 2568 1842 1800 2610 1800 0.43 0.31 0.49 0.59 0.30 0.74 0.37 0.47 0.36 [5] 44 29 20 2 3 23 3 3 2 1761 721 1569 1545 764 1391 673 1229 653 [3] 3985 2232 3187 2610 2568 1842 1800 2610 1800 0.44 0.32 0.49 0.59 0.30 0.75 0.37 0.47 0.36 00 0 0C 00Ca0 7 Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column (j) [2] Year 2005 Background Person Trip Volume is derived by applying a 2% growth factor to the existing person -trip volume [3] The Total Future Peak Hour Person Trip Capacity Transit Capacity is obtained by adding all modes of transportation (Exhibit 5, column (i)) and the projected transit capacity (column (c)). [4] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C) [5] Project Person Trip Volumes are derived from Trip Generation Analysis and vehicle occupancy rates (1.4 person/vehicle). N MIAMI AV NE 82 ST N.T-S. c7 rF IF —K 472 27 --- 1214 5 4 ' se 4 -� 54 It 11.27 _-_-_ 460 PROJECT SITE 104 1056 4C 20 V th (-0 r, r➢ L NE 79 ST NE 78 ST dra PROJECT: LA FAYE I I E SQUARE MUSP TRAFFIC IMPACT STUDY nnE FUTURE WITH PROJECT PM PEAK HOUR VEHICULAR VOLUMES EXHIBIT No. 12 Page 21 La Fayette Square MUSP Traffic Impact Study • 4.6 Site Access Primary access to the site is proposed on NE 79'h Street via a two-way driveway. The project trips were assigned to the primary driveway and analyzed. Unsignalized HCS analysis results show adequate operations. The analysis worksheets are included in Appendix D. • Page 22 La Fayette Square MUSE Traffic impact Study • 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of La Fayette Square was performed in accordance with the approved methodology submitted to the city. Analysis of future (2007) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service E standard will not be exceeded. Adequate capacity during the PM peak hour is available to accommodate the proposed project trips within the study area at the intersections and on the transportation corridors segments analyzed. In addition, transportation control measures that can be applied to reduce auto trips are included in Appendix F. musp report may 04.4oc Page 23 • • • Appendix A Approved Transportation Methodology DAVID PLUMMER & ASSOCIATES, INC. . TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL • To: Affiliation: From: RE: cc: Facsimile Transmission Mr. Raj Shanmugam, PE URS Corporation Juan Espinosa, PE La Fayette Square - #05134 Fax #: Phone #: Date: Pages: (954) 739-1789 (954) 739-1881 April 19, 2005 2 page(s), including cover Lilia Medina, Miranda Blogg, Jim Koningisor, Grier Silverbach, Pablo Burgos, Adrienne Pardo, file REVISED 04/25/05 (Revisions are in bold) The Gatehouse Group is pursuing City of Miami approvals for an affordable housing residential project located mid -block between NE 2"d and NE 1st Avenues and between NE 79th and NE 78th Streets in Miami, Florida. The project consists of approximately 306 residential dwelling units. Primary access to the site is proposed on NE 78th Street via a two-way driveway. A drop-off area and a loading zone driveway are proposed on NE 79th Street. NE 79th Street is a State Road (SR 934). The study area is NE 87th Street to the north, Miami Avenue 195 to the west, Biscayne Bay Boulevard to the east and NE 71 st Street to the south. The subject site is located outside the limits of the Downtown Miami Area -wide DRI. This will serve as our methodology for the subject MUSP traffic impact study. Turning movement traffic counts will be collected during the PM (4:00-6:00) peak period at three major intersections in the immediate project vicinity. 1. NE 2"d Avenue / NE 79`h Street 2. NE 2"d Avenue / NE 781h Street 3. NE Is' Avenue / NE 79th Street 4. NE 1st Avenue / NE 78th Street 5. 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. NE/NW 79th Street from Biscayne Boulevard to Miami Avenue 1-95 2. NE/NW 82" Street from NE 2"d Avenue to I-95 3. NE 2"d Avenue from NE 71`t Street to NE 87th Street 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX 305 444-4986 E-MAIL: dpa@dplummer.com • 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. • Existing and future traffic conditions for the project area corridors (NE 791' Street and NE 2nd Avenue) will be established using the person -trip method. The methodology for this method is outlined in the Miami Comprehensive Neighborhood Plan. • 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: 1. Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (TTE) 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. 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction. 5. Establish the net external vehicle trips. 6. Convert the net external vehicle trips to person -trips using 1.4 persons per vehicle pursuant to City standards. 7. Convert the vehicular trips assigned to transit back to person -trips using 1.4 persons per vehicle pursuant to City standards. 8. Add together the project net external person -trips for the vehicle and transit modes. • Background Traffic. A growth factor consistent with historical annual growth in the area will be applied to the existing traffic volumes. • Committed Developments. Will be based on the list of relevant projects provided by the city. Committed development trips will also be converted to person -trips based on the methodology described above. The city's list does not have any committed development within the project limits. • 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 three study intersections and the proposed project driveway(s). • 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 meth fax rev.doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES. FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MA1L: dpaQdplummer.com 57E L ATA. 6.Y*1 SMPIIVAM.MS Mn,st(eln - ! MeA lin N. N. Aaa TO yrµlw 1y.pry! ncn AA. ...up. "veto. (1.1 O . mweeliel ANNITAIL w yMa PAMo r NINO mti. moan R s1H ra l.++.I 0.411. w..sM.•.w w�R nrtirlwac . N.Y. RAb mat t.0 Mq� TaM 4 I�t♦!,K WY,.i116 Amps +Y..s P.M. *-l�tra 41. t & . nIMMn M•>KWI N. Muaw nas•+Ar Paw WO lv ie6 nr IR.* ma I.eft..poo aT R. N.swM YAC.OM, . 1G',RAPS aY. IP. r n.+ror.Or....r. x .r.Wa+e.OP n.1 Y.i a .wipowAr.wtmaR s.r 'W»RYMT1 WI*R.1i ww IaY NW p .n...." IN MRIPPOr A Mow.. uaq.i. N »' . a1 ipI r ua AT Y.r L. Yp1�A'. 3•M PARK346 4ARA6f 13 3TGAIttty N MAR u1Y1 4.E, 5TR@M'T SA -PINS I 9 "5TdR1E5 }rL, 214 19 roW oq rigggi 1 N E. 76th 3- RE5-C r6, PAN VIP • RE4ISIONy • • • • • Appendix B Traffic Counts & Signal Timings • Raw Traffic Counts • 0 05/12/2005 13:07 561-272--4301 MCNALLY PAGE 11 Ng 79T3 S?RBPT & NB 2ND AVHWUB MU NI, F60RIDA COMB BY: CHOCI VAN VL18T •GLt ZD Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone f561} 272.3255 ALL 7$HICLBS & PBDS Site Code : 00050137 Start Date: 05/10/05 File I.D. 78ST2AVS Page : 1 Ng 2ND AVM Prom North Peds Right Thru Date 05/10/45 16:00 16:15 16:10 16:45 It Total i 7 3 6 0 7 6 1 26 91 111 101 112 415 NI 7BTH STRBB? From Bast N$ 2RD AV!NUR Fula South Left Peds light Thru Left Peds Right Thru Left NI 78TH S1#&$T Fria Nest Vehicle Peds Right Thru Left Total 6 1 3 4 14 17:10 1 3 92 0 17:15 0 2 104 i 17;30 0 8 109 3 17;45 0 4 93 3r Total 1 17 393 6 1 6 7 1 6 5 2 . IL 11 20 1 11 2 5 2 2 4 . 1 5 19 1 1 2 1 6 2 1 1 6 ]1 3 3 6 13 3 3 2 0 6 1 2 0 1 4 2 1 0 1 4 13 9 9 40 17 16 10 7 50 182 186 149 171 690 151 205 194 171 7 67: 9 12 8 7 36 5 4 5 7 21 tTnTALf 2 43 613 20 20 39 12 21 1 8 40 1457 • 3 10 0 2 323 8 5 1 1 338 4 4 4 1 296 4 4 _3 2- 335 19 23 8 6 1297 6 6 0 1 331 3 I 1 2 347 1 B 1 2 345 2 2 1 12 17 1 57 31 42 1 13 1 2616 05/12/2005 13:07 561-272--4381 MCNALLY PAGE 12 NB 70TR STREET t U6 2ND AVBYiIB NtAM1, FLORIDA COONTL B7: MCI VAN Y;, ET 11111IGNALINT Traffic Survey Specialists, lac. 624 Gardenia terrace Delray Beach, Florida 31444 Phone f561j 272-3255 ALL 78HLCL&S E PEDS Site Code 00050137 Start Date: O5/1D/O5 Pile I.D. : 78ST2Avg Page : 2 N6 2ND AMU Pros North IR 787R STREET Prat East Peds Right Thru Left Peds Right Thru Date 05/10/05 2 2 inimiummiumminommina NE 78TH STREET 57 12 112 43 0 13 13 11 43 43 1VE 21W AVENUE From Swath Left j Peds Right Thru Left Peds Eight NE 2ND AVENUE 813 813 876 76 11 64 40 40 31 31 l 20 20 2,385 13 1,457 39 1,509 ALL VEHICLES & PEDS Intersection Total 2,616 2,478 rT 21 57 813 40 874 57 NE 2ND AVENUE NE I8T1 STREET Frog Hest Thre Left Vehicle Total 7 193 1,604 1,457 1,457 20 20 39 39 12 12 21 21 121 NE 78TH STREET 20 11 90 1 41111111111111111111111111111111111 90 90 8 8 05/12/2005 13:07 561-272-4361 MCNALLY PAGE 13 NS 78TH STREET & NB 2ND AVENUE MIAMI, FLORIDA C0UNT2D HT: CHTCR VAN TWIT •NL1 Z0 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 ?hone i561) 27N255 ALL V HICLHS & PEDS Site Code : 00050137 Start Date: 05110/05 File 1.D. : 78ST2AVE Page : 3 NE 211D AVBNUR Fro North ON 78TH STREET From Sass Ped6 Right Thru Left Peds Right Tbru Left Date 05/10/05 Peak our Analysis By Entire Intersection for the Period: Peak start 16:45 16:45 Volume Percent Pk total 445 Highest 16:45 Voluee Hi total 122 PRY .91 19 417 9 44 911 23 6 112 4 • 48 17:00 16 .72 19 19 78TH STREET 21 6 19 46 7 7 5 t 1i1 2ND AVM Prom South Peds Right Thru Left !NE 78TH 5TR36T From West Peels Right Thru Left Vehicle Total 16:00 to 18:00 on 05/13/05 16:45 26 6 14 52 163 21 571 131 301 61 911 3t 816 17:15 11 2 3 16 205 4 225 .93 NE 2ND AVENUE 417 417 445 77 9 J 1,241 7 761 26 796 • ALL VEHICLES & PEDS 5 31 Intersection Total 1,358 19 19 14 14 1,286 14 21 417 19 450 21 NE 2ND AVENUE 4 112 836 • 763 763 16:45 19 5 6:% 161 2:3i 31 17:30 11 70 8 1 2 8 26 26 6 6 14 14 9 66 52 NE 78TH STREET 52 52 4 05!12/2005 13:07 5E1-272-4381 MCNALLY PAGE 15 C� 1 41) 1 r t.:+1tt rYer N \ 044 id , µ • Z_ Oki I20 0 S- Otto :LaSPALrvnti n0 S Mt -2e4 • t401(1: 05/12/2005 13:07 561-272-4381 M CNALLY PAGE 08 N3 79TE STREET & RE 2ND AVENUE xrAMI, FLORIDA COUNTED BY; G. RAN1REZ & T. WEIGHT •GNALI21iD NE 2ND AVENUE Frool North Peds Right Thrt Left Date 05/10/c5 16:50 3 9 99 29 16:i5 4 2 92 19 16;30 3 6 93 21 16:45 j 6 94 24 Sr Total 15 23 37$ 93 17:15 5 2 68 15 17:15 3 5 95 15 17:30 3 4 98 17 17:45 1 12 a 17 Hr 7otal 12 23 369 64 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES i PBDS Site Code : 05050137 Start gate: 05/10/05 File I.D. : 79ST2AVE Page : 1 II 79TE STREET Prom last Peds Right Thru ENE 2111 AVBNUR 'Frog South Left ! Peds Right Thro Left 3 17 90 0 1 15 88 0 1 24 95 Q 2 $,_ 46 7 64 319 Q 6 16 79 0 1 13 97 0 3 26 64 0 2 16 $1 0 12 71 347 0 0 13 178 11 3 1? 161 IR 0 15 124 18 7 57 626 61 N6 79T8 STREET From Wm Vehicle Peds Right Thrt Left Total 5 10 234 17 9 I8 236 27 11 16 251 30 9 22 224 23 14 66 915 97 2 8 181 13 3 9 251 16 0 li 190 19 8 12 251 24 0 13 167 11 6 13 260 22 D . 391 22 1 11 46 25 2 46 755 63 19 45 1018 87 707 695 693 631 2729 678 777 735 698 288$ 'TOTALt 27 46 747 157 19 135 666 0 ! 9 103 1381 124 1 53 12 1963 184 ;` 5617 • • 05/12/2005 13:07 561-272-4381 MCNALLY PAGE 09 NB 73TH STREET & IiE 2ND AMR MIARI, FLORIDA COUNTS) B!: G. RAMIREZ & T. WRIGET •RALZD • Traffic Survey Specialists, W. 524 Gardenia Terrace Delray Beach, Florida 33444 Phone (561I 272.1255 ALL VEHICLES & PEDS Site Code : 000501)7 Start Date: 05/10/05 File T.D. : 79ST2Avg Page : 2 MR 2ND AV$RUE Frog North Rg 79711 STREET Prole Rani Pede Right Thru Left I Peds Right Date O5/10/05 27 27 NE 79TH STREET 124 656 836 46 • 184 184 • 1,963 46 46 !OE 2ND AVRl1BR jNE 791.E STREET From South 1From West Thru Lett teas Right Thru Left 1 Peds Right Thru Left NE 2ND AVENUE 747 747 950 1,963 2,258 111 111 53 • 53 157 157 2,650 184 1,381 135 1,700 • ALL VEHICLES & PEDS 3,094 3,024 Intereection Total 5,617 0 747 111 858 2,466 124 124 NE 2ND AVENUE 19 Vehicle Total 19 135 135 801. 666 1,608 • 1,381 1,381 103 103 666 0 0 2,223 157 1,963 103 NE 79TH STREET vemioliseemommumeemes 9 9 05/12/2005 13:07 561-272-4381 MCNALLY PAGE 10 NE 791'H SNIT 4 lB :JD AVEIPU$ NIANI, FLORIDA COUNTED BY; G. RANIREZ 4 ?. /MIGHT •GNILI8R0 Trattic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone 561) 272-1255 ALL VEHICLES & P6DS NI 1ND AVENUE From North Peds light Thru Left Date 05/18/05 NE 79TH EMIT Prom Bast Peds Right Thru Left NE 2NL AVEN 8 From South Site Code : 00050137 Start Date: 05/10j05 File 1.0. 79STUV8 Page : 3 Peels Right Thru Left N6 791 STREET From lest Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire intersection for Peak start 17:00 Volume 23 369 64 Percent 51 811 141 Pk total 456 Highest 17:30 Volume - 4 98 17 Hi total 119 PH? .96 12 12 79TH STREET 63 347 433 23 87 87 1,018 17,00 41$ 17:15 110 .95 23 23 the Period: 1:00 to 18:00 on 05/10j0S 17:00 71 347 0 46 755 171 831 01 51 871 $64 17:0 13 97 0 - 9 197 226 .96 NE 2ND AVENUE 369 1,018 1,150 45 45 ' 19 19 • l 369 64 64 87 755 71 913 456 1,369 583 • ALL VEHICLES & PEDS 1,54 Intersection Total 2,888 0 369 45 414 1,278 17:00 63 45 1010 81 71 41 891 8# 1150 17:15 20 - 72 291 24 327 .88 41 864 63 • 755 63 NE 2ND AVENUE 755 12 12 347 347 0 0 1,128 64 1,018 46 NE 79TH STREET 135/12/2005 13:07 561-272-4301 MCNALLY PAGE 15 Suk fie( Sitaivvy vl E lctsr- Wasiak t`cick AAKi 10 12ooS-- rOIW I. AA S PAL° M.c n. o sicientW U7! 1 4, .4156 1.j: b ( bb1 ""',: 1--4:l31 MCF TALLY PAGE 05 N$ 78171 STREET 4 dB 1ST WWI MIIAMI, FLORIDA COUNTED 8I; LOIS PALOMINO Agli14OT SI3RAL1ZMID Traffic Survey Specialists, 1rtc. 614 Gardenia Terrace Defray Beach, Florida 33444 ?hone ;561) 272.2255 ALL VESICLES & BEDS Site Cgde : 00050137 Start Date: 05/10/05 Pile I.D. lAYE78ST Page : 1 NB 1ST AVENUE Prom Worth Pelt Bight Thru Date 05/10/05 14:00 1t:15 16:30 Sr Total 3 0 7 5 4 2 2 1 9 3 7 5 7 22 Left NB 78T8 STREET Trot 11;t, NB 1ST AVINDI Prom South Reds Right Thru Left Peds Right Thru NE 78TR STRUT Iron West Left Peda Right Thru Left 2 1 5 1 2 le 2 3 2 14 4 1 1 12 3 1 2 7 6 53 11 3 5 2 14 1 2 1 2 6 4 4 3 13 26 0 0 j3 4 17:00 0 1 5 0 3 1 10 0 0 0 3 0 17:15 2 2 7 0 1 2 9 2 2 3 7 2 17:30 0 1 8 3 1 1 12 2 5 4 6 0 4 0 2^ 11 ,.,.._,......2 3r Total 4 4 26 3 75 42 6._._ 12 7 17 2 2 1 5 1 3 1 2 1 1 4 0 1 2 1 0 2 0 1 2 5 13 9 7 17 2 1 1 0 4 6 1 4 1 5 0i 23 4 Vehicle Total 52 48 40 47 287 28 40 46 30. 144 tT0TAL• 10 13 48 8 14 11 95 17 ( 26 13 43 6 t 11 9 60 8 331 • • 05/12/2005 13:07 561-272-4381 MCNALLY PAGE 06 NE 78TH STRBBT k ISr A SNt36 MIAMI, FLORIDA CON? BY: LU'IS PALOMINO SIHALIZ8D Traffic Survey Specialists. Inc. 624 Carderia terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES & PBDS Site Code : C0050137 Start Date: 05/10/05 File I,D. lAv37esT Page : 2 NE 1ST AVENUE Pros North Peds Right Thru; Left Date 05/1(1105 10 10 ININIMMOIMMININIMMENNIMIO NE 78TH STREET 6 95 13 114 60 60 9 9 11 • 11 KB 787E STREET Prom Bast Pede Right Thru Left !RE la"T lVBNOE From South Pede Right Thru RS 70TH STREET Fro3 i�tat Left Pede Right Thru Left 13 13 NE 1ST AVENUE 48 69 48 91 7 8 8 131 8 43 11 62 ALL VEHICLES & MLiS Intersection Total 331 17 48 9 74 136 6 6 NE 1ST AVENUE 20 12 62 43 43 14 11 Vehicle Total 14 95 35 17 17 81 NE 78TH STREET 8 60 13 lymommommommimmasim 13 • 26 13 26 05/12/2005 13:07 561--272-4381 MCNALLY PAGE 07 NE 78TH STREET 6 BB 1ST AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (541) 272-3255 ALL VEHICLES 6 PHDS Site Code : 00050137 Start Date: 05/10/05 File I.D. : lAVB78ST Page : 3 Ni 1ST AVENUE Pros North Peds Right Thru Left Date 05/10/DS Peak Hour Analysis Sy Entire Peak start 16:00 volume - 9 22 Percent 25% 61, Ph total 36 Highest 16:15 Volume - 2 7 I Ri total 10 PEP AD 6 6 111 78TH STREET 4 53 9 66 4 4 37 NE 78TH STREET Pm last AB 1ST AVENUE From South ?eds Right Thru Left Peds Right Thru NB 78T8 STREET From West Left Peds Right Thrl: Left IAter£ection for 16:00 5 - 6 141 9% 70 16:00 22 .80 9 9 the Period: 16:00 to 18:00 on 05/10/05 16:00 53 11 761 161 2 18 2 36 16:45 18 50 NE 1ST AVENUE 22 36 22 11 37 45 4 4 INENNINNEEMilmmempr 9 9 • i 72 6 26 4 171 721 2 15 4 26 6 36 ALL VEHICLES & PEtS Intersection Total 1$7 11 22 4 37 73 4 4 NE 1ST AVENUE 11 11t 1 7 16:00 4 37 4 9t 82% 91 45 WOO - 1 13 2 z 16 70 7 6 Vehicle Total 7 6 53 53 11 11 48 NE 78TH STREET 5 37 6 05/12t20L 13:07 561-272-4381 MCNALLV PAGE 14 411 VkAm1 Wlet1 t0 i20oS- clldwtA IOca: GAC s PMortno 0 05/12/2005 13: 07 551-272-4381 MCNALLY k'A{ L 02 NE 79TH STREET & NE 1ST AVENUE MIAKI, FLORIDA Ci?GNT'B➢ HI; Flinn �IQti&RZ* it SIGNALIZED, N/S STOP Traffic Survey 5peciaiists, Inc, 524 Gardenia Terrace Delray Beach, Florida 33444 Fh04e (561) 272-1;55 WE 1ST AVENUE hos North Peds Right Thru Date 05 10/15 16:00 0 2 5 16:15 0 2 5 16:30 0 8 1 15:45 0 2; 5 Hr Total 0 14 16 17:00 0 5 3 17:15 0 3 5 17:30 0 1 7 17:45 G_ 0 4 Br Total 0 9 19 Left N8 79T11 STREET Prot Bast Peds Eight Thy.; ALL VBI;ICLES & PHDS Site Code : 00050137 Start Date: 05;10/05 File I.D. : 79STlaVR Page . WE 13T AVSNDE Fro, South Lett ; Peds Right Thru Left NI 79TH STREET From Wet Peds Right Thru Left 2 2 1 6 3 4 3 3 13 1 0 0 0 4 0 0 0 3 111 2 2 107 4 3 116 2 7 82 2 15 416 ID 5 2 2 15 110 111 102 116 439 1 1 2 1 5 0 1 0 4 0 3 0 1 0 9 0 0 0 a 0 2 4 4 0 10 5 5 2 12 22 3 4 4 1 12 0 0 0 e 2 0 0 0 Vehicle Total 0 0 269 .5 404 0 1 297 5 434 0 6 293 $ 444 0 3 201 5 409 0 10 1150 23 1651 0 2 250 11 433 0 3 324 8 471 3 1 244 3 413 0 2 310 4 443 0 8 1208 26 1765 *TOTAL* 0 23 35 19 I • • 30 855 15 i 0 19 34 2 0 16 2358 49 I 345? 05/12/2005 13:07 563-272-4381 MCNALLY PAGE 03 NE 79TH STRUT i N$ 1ST AMU NIAI4I, FLORIDA C3N710 BY; FITTR xONI;$Bhff OT SIGNALIZED, NJS STOP Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (5ii) 272-3255 ALL VEHICLES & PEDS Site Code : 0005037 Start Date! 05/10/05 File 1.D. : 79STiAVE Page : 2 NS 1ST AVbNUR Prom North Peds Right Thru Left Data 05/10/05 0 0 NE 79TH STREET 2 855 880 23 49 49 2,358 t NI 79TR STREET From Bast NB 1ST AMU Fro South Peds Right Thru Left Peds Right Thru Left AY 79TH STREET From Vest Peds Right Thru 23 23 NE 1ST AVENUE 77 35 35 19 19 ,305 2,358 2,425 18 18 0 • 0 49 34 30 113 190 ----� ALL VEHICLES & PLUS 3,29 Intersection Total 3,457 15 35 18 6B 123 2 2 NE 1ST AVENUE 90 55 34 34 1 Lett Vehicle Total 1 30 30 855 855 15 15 2,396 19 2,358 19 NB 79TH STREET 05/12/2005 13:07 561-272-4381 MCN1ALLY PAGE 04 N6 79TN STRUT ; NE 1ST AV$JU CANT, FLORIDA COUNTED BY: HITE NONBREAD T SIGNALIZED, N/S STOP Traffic Survey Specialists. Inc. 624 Gardenia Terrace Delray Beach, 8iorida 33444 ?hone (561) 272-3255 ALL VEHICLES t PEES Site Code : 00050137 Start Sate: 05110/05 Pile I.D. : 79ET1AVE Page : 3 NE 1ST AV$NU6 From North Pede Right Thru Deft Fate 45/10/0$ Peak Hour Analysis Sy Entire Peak start 17:00 Vo1'1me 9 19 13 Percent - 221 461 32t Pk total 41 Highest 17:15 Vcllise - 3 5 4 Hi total 12 PHP .85 RB 19TE STREET From East NB 131 AVENUE Pros Sout Peds Bight Thru Left Beds Right Thra Left NB 79T1 STREET Prom Nest Peds Right Thru Left intersection for 17:00 455 17:45 119 ,96 9 79TH STREET 2 439 9 450 26 26 1,208 9 the Period: 16:00 to 10:00 on 05/10/05 17:0C 15 439 5 - 10 12 2 31 961 11 - 421 501 81 24 17:15 2 116 1 8 .75 NE 1ST AVENUE 41 1,208 1.,242 8 0 0 94 4 4 0 26 12 15 53 1 ALL VEEICLES & PEDS 1,692 1,69 Intersection Total. 1,766 5 19 8 32 56 2 2 NE 1ST AVENUE 17:00 1242 17:15 335 .93 8 120B 26 It 971 2t 3 324 8 0 Vehicle Total 0 15 15 459 439 24 12 12 E 439 5 1,231 NE 79TH STREET 10 10 0 05/12, 2005 13:07 551-272-4381 MCNALLY PAGE 17 ItA*010t11 ,tt 6 sr .=,-;==r MONA; if ociAck p1 {O/2av5 ‹IfixtutiOol:W.ZSPAL4nkNo v1o'T S laL4' 0 05/12/2005 13:54 561-272-4381 MCNALLY PAGE 03 Traffic Survey Specialists, rnc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 41, Volume Report with 24 Hour Totals Page 1 **************fie**�t,t*********�r�4***�*************************************act***** to File : D0510002.PRN Station ; 000000050913 Identification : 000110252092 Interval : 15 minutes Start date : May 10, 05 Start time : 00:00 Stop date : May 10, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location • NE 79th Street East of NE 1st Avenue *****'**********************Yr****************i**********k*******w********w****** May 10 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 - 15 121 71 --50 40 43 55 183 320 �337 338 310 T325 30 98 57 40 3C 30 73 217 342 374 362 326 322 45 86 39 37 24 45 94 283 320 294 360 310 324 CO 76 54 43 40 46 141 317 316 367 340 295 327 Hr Total_ 381 221 170 134 164 363 1000 1298 1372 1400 1241 1298 End Time 15 30 45 00 Hr Total 17 18 19 20 21 22 23 352 333 282 281 262 306 308 279 260 229 205 162 330 297 296 287 285 314 288 305 239 211 208 162 311 348 337 290 299 278 286 255 251 222 190 135 352 295 309 260 249 316 268 271 211 241 162 127 1345 1273 1224 1118 1095 1214 1150 1110 961 903 765 586 12 13 14 15 15 Adeour Total : 21786 eak hour begins : 0$:45 AM peak volume : 1427 Peak hour factor : 0.97 peak hour begins : 2:00 PM peak volume . 1345 Peak hour factor 0,96 *************,*'**************************************************************** May 10 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 - 15 33 34 20 18 13 45 35 75 108 123 141 121 30 42 27 20 18 21 31 40 85 131 129 129 124 45 39 37 33 16 27 24 41 82 102 153 141 135 00 42 41 19 21 25 36 61 92 104 137 146 141 __ Hr Total 156 139 92 73 86 136 177 334 445 542 557 521 End Tirne 12 13 14 15 16 17 18 19 20 21 22 23 -4 15 140 138 124 113 102 122 97 102 83 72 69 ^+50 30 133 122 87 115 133 109 95 79 71 58 54 59 45 146 140 168 123 125 104 81 93 66 58 69 55 00 137 143 123 111 91 113 93 94 62 78 64 43 Hr Total 556 543 502 462 �y 451 448 366 368 282 266 256 212 24 Hour Total : 7970 AM peak hour begins : 09:15 AM peak volume : 560 Peak hour factor : 0.92 PM peak hour begins : 12:00 PM peak volume : 556 Peak hour factor : 0.95 • IOT 1 .i: b1.--2 fl-43d1 MCNALL Y PAGE 04 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 *************************************************** ************************** 0 to File : D0510002.PRN Station : 000000050913 Identification ; 000110252092 Interval : 15 minutes Start date : May 10, 05 Start time : 00:00 Stop date : May 10, 05 Stop time : 24 : 00 City/Town : Miami, FL County : Dade Location : NE 79th Street East of NE 1st Avenue ********************************************************************r******c***** May 10 Total Volume for All Lanes End Time J`00 __01 02 03 04 05 06 07 08 09 10 11 __ 15 154 105 70 58 56 100 218 ~395 �445 461 451 446 30 140 84 60 48 51 104 257 427 505 491 455 446 45 125 76 70 4C 72 118 324 402 396 513 451 459 00 118 95 62 61 71 177 378 408 471 477 441 468 Hr Total 537 T360 262 207 250 499 1177 1632 1817 1942 1798 1819 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 492 A471 406 �394 364 428 405 381 �343 301 274 �212 30 463 419 383 402 418 423 383 384 310 269 262 221 45 457 488 505 413 424 382 367 348 317 280 259 190 00 _489 438 432 371 340 429 361 365 273 319 226 175 Hr Total 1901 1816 1726 1580 1546 1662 1516 1478 1243 1169 1021 -798 Hour Total: 29756 peak hour begins ; 09 : 00 AM peak volume : 1942 Peak hour factor : 0.95 peak hour begins : 12:00 PM peak volume : 1901 Peak hour factor : 0.97 ***er*'+k*************]Y*rrWt**********************W*:i************ **ew**y.vtr ********** • 05/12/2095 13:54 561-272-4381 MCNALLY PAGE 02 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 elr***************************.+***********************************4************ to File : D0510001 , PRN ation : 000000050914 Identification : 249600650037 Interval : 15 minutes Start date : May 10, 05 Start time : 00:00 Stop date : May 10, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 82 Street East of NE 1 Avenue fr***!*****jA`****,tf4Yf****************,tlJelM,t******lty!****w*tFkiY,r.4m*****ifi**.********* May 10 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 61 31 16 - _-�� 17 7 43 117 224 293 236 250 222 30 54 31 23 19 39 48 151 265 260 226 200 228 45 45 23 26 16 28 63 218 362 338 254 214 249 00 48 14 9 15 35 87 189 346 283 275 239 237 Hr Total 208 99 74 67 109 241 675 1197 1174 991 903 936 End Time 12 13 14 15 16 17 18 19 20 21 22 23 W''r-w 15 240 268 234 278 250 �309 226 192 177 150 126 114 30 202 238 124 311 273 240 237 173 170 160 121 97 45 252 271 270 316 298 249 215 212 182 154 124 108 00 234 245 295 257 267 261 204 201 135 150 124 71 r___ Hr Total 928 1022 923 1162 1088 1059 882 773 664 614 495 390 24 Hour Total : 16679 eak hour begins : 07:15 AA peak volume : 1266 �*Pear hour facto D , 87 eak hour begins : 14:45 PM peak volume : 1200 Peak hour factor : 0,95 ***************************************** *************************** *4***** • 05/12/2005 13:54 561-272-4381 MCNALLY PAGE 05 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 411 Volume Report with 24 Hour Totals Page 2 to File : D0510003.PRN Station : 000000050910 Identification : 000110252028 Interval : 15 minutes Start date : May 10, 05 Start time : 00:00 Stop date : May 10, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 2 Avenue North of NE 85 St/86 St May 10 Northbound Volume for Lane 1 End M1Time -^00 __01 02 03 04 05 06 07 08 09 10 11 15 21 5 ___� 7 "`_� _-�.� --�� --�8 --71 "`�� _i�C 111 30 11 2 3 8 2 14 16 56 98 87 110 127 45 22 5 4 4 1 5 30 73 91 92 116 114 00 10 5 6 0 5 12 37 97 93 101 112 138 - Hr Total 64 17 18 __19 9 35 -108 284 353 366 448 490 End Time 12 13 14 15 16 17 18 19 20 21 22 23 - 15 143 126 121 190 252 257 -229 153 101 81 70 - 24 30 128 113 129 167 262 274 208 134 97 55 53 22 45 138 123 146 196 235 260 198 126 111 55 59 33 00 149 142 186 206 236 250 161 106 88 €4 38 25 - Hr Total 558 504 582 759 985 1041 ^796 519 397 255 220 104 ?�Hour Total pH8929 eak hour begins : 11:30 AM peak volume : 523 Peak hour factor ; 0.91 eak hour begins : 17:00 PM peak volume : 1041 Peak hour factor : 0.95 May 10 Southbound Volume for Lane 2 End Time 00 01 02 03 04 fly 06 07 08 09 10 11 15 11 11 _4 4 --7 10 40 -206 -301 193 170 -125 30 11 6 5 2 3 21 74 264 286 215 142 138 45 8 6 2 2 4 22 125 303 291 171 139 118 00 10 6 2 2 7 26 175 335 238 164 127 129 Hr Total 40 29 13 10 21 79 414 1108 1116 743 578 510 End _Time _ 12 13 14 15 16 17 18 19 20 21 22 23 y 15 129 124 113 119 -140 121 120 113 - 71 61 48 32 30 120 126 120 163 135 124 115 99 55 66 41 36 45 150 99 141 133 121 124 111 85 63 56 40 26 00 101 124 123 133 119 123 127 83 56 68 37 20 Hr Total 500 473 497 548 515 492 473 380 —245 251 166 114 24 Hour Total : 9315 AM peak hour begins : 07:30 AN peak volume : 1225 Pak hour factor : 0.91 PM peak hour begins : 15:15 PM peak volume : 569 Peak hour factor : 0.87 * ******************** *************************** a******* ****** *********** is *** * • 05/12/2005 13:54 561-272-4381 MCNALLY PAGE 06 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 * **************** A********************'********* k********** *********** k***** ** ata File : D0510003.PRN Station : 000000050910 Identification : 000110252028 Interval : 15 minutes Start date : May 10, 05 Start time : 00:00 Stop date : May 10, G5 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 2 Avenue North of NE 85 St/86 St *****************************r*************************** r********************* May 10 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 - 15 32 16 7 11 B 14 65 264 372 279 280 236 30 22 8 8 10 5 35 90 320 384 302 252 265 45 30 11 6 6 5 27 155 376 382 263 255 232 00 20 11 8 2 12 38 212 432 331 265 239 267 Hr Total 104 --46 4 29 29 30 114 522 1392 1469 1109 1026 1000 End Time 12 13 14 15 16 17 18 19 20 21 22 23 _T 15 272 250 234 309 392 378 349 266 172 142 118 56 30 248 239 249 330 397 398 323 233 152 121 94 58 45 288 222 287 329 356 384 309 211 174 111 99 59 00,.- 250 266 309 339 355 373 288 189 144 132 75 45 ` Hr Total 1058 977 1079 1307 1500 1533 1269 899 -642 -506 386 ^218 Alleour Total : 18244 111Feak hour begins : 07;45 AM peak volume : 1570 Peak hour factor : 0.91 peak hour begins : 17:00 PM peak volume : 1533 Peak hour factor 0.96 ******************************************************************************* • 05/ 12/ 2005 13: 54 561-272-4381 MCNALLY PAGE 07 Traffic Survey specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 **************************************************************************** ata File : D0510004.PRN Station : 000000050911 Identification : 000058410061 Interval : 15 minutes Start date : May 10, 05 Start time : 00:00 Stop date : May 10, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 2 Avenue North of NE 80 Terrace *******************, *****************************, ***************************** May 10 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 -- 15 22 8 4 10 3 ---7 26 64 lB0 - 97 -109 114 30 13 8 7 13 5 11 16 57 95 62 123 135 45 21 5 5 4 1 10 26 81 102 108 109 125 00 15 6 6 1 7 17 40 103 86 112 116 143 -r+ Hr Total 71 27 22 28 16 45 108 305 363 379 T457 517 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 149 140 121 192 233 228 206 141 107 81 67 32 30 140 105 129 172 204 231 185 141 90 63 60 20 45 160 136 145 196 212 241 193 133 110 55 52 39 00 159 137 197 188 213 221 156 116 87 65 39 27 - Hr Total 608 518 -592 ~748 -- 862 921 740 531 394 ~^ 264 218 118 0Hour Total : 8852 peak hour begins : 11:30 AM peak volume : 557 Peak hour factor : 0.87 peak hour begins : 17:00 PM peak volume : 921 Peak hour factor : 0.96 May 10 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 13 10 6 6 __ 5 --_5 __35 163 238 181 129 -118 30 10 6 6 1 4 11 64 219 212 173 125 124 45 7 3 1 2 5 22 105 236 224 175 111 128 00 8 5 2 3 8 21 153 238 179 139 137 122 -W Hr Total. 36 24 15 12 -�22 59 357 Y- 856 853 668 502 492 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ^- 15 116 113 104 114 106 103 101 92 71 47 43 31 30 120 119 125 115 99 107 100 91 55 54 28 36 45 132 94 138 118 119 121 106 78 62 41 34 19 00 115 109 134 126 114 113 111 72 42 60 31 20 Hr Total 483 435 -501 473 438 444 418 333 230 T202 136 106 24 Hour Total : 8097 .AM peak hour begins : 07:15 AM peak volume : 931 Peak houz factor 0.98 PM peak hour begins : 14:15 PM peak volume : 511 Peak hour factor : 0.93 ***************** ***** ******** ***,trig************** ************************ ***** • t?71LfLYJnti 1i:�9 Dbi-'lfl-43d1 MUNWLLY !'WCat 103 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 41,Volume Report with 24 Hour Totals Page 2 ** ********** *�***** ri+k**** ***** ******i �}tk****til *****iw5lt****YY*** * ****t *** sF1c* **** ** to File : D0510004.PRN Station : 000000050911 Identification : 000058410081 Interval : 15 minutes Start date : May 10, 05 Start. time : 00:00 Stop date : May 10, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 2 Avenue North of NE 80 Terrace * *** k******* ****** ***e********************************************** ****, ******* May 10 Total Volume for All Lanes Ead Time 00 01 02 03 04 05 06 07 08 09 10 11 - y-- 15 35 18 10 16 8 12 61 227 318 278 238 232 30 23 14 13 14 9 22 80 276 307 235 248 259 45 28 8 6 6 6 32 131 317 326 283 220 253 00 23 11 8 4 15 38 193 341 265 251 253 265 --T_ Hr Total 109 51 37 40 38 104 465 1161 1216 1047 959 1009 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 265 253 225 RN�-MT� 306 339 331 307 233 178 128 110 63 30 260 224 254 287 303 338 285 232 145 117 88 56 45 292 230 283 314 331 362 299 211 172 96 86 58 00 274 246 331 314 327 334 267 188 129 125 70 47 - Hr Total 1091 953 1093 1221 1300 1365 1158 864 624 466 354 224 Hour Total : 16949 peak hour begins : 07:45 AM peak volume : 1292 Peak hour factor : 0,95 peak hour begins : 17:00 PM peak volume : 1365 Peak hour factor : 0.94 • 05! 12! 2005 13:54 561-272-4381 MCNALLY PAGE 09 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 eta File : D0S1000S.PRN Station : 000000050912 Identification : 00011.025204E Interval : 15 minutes Start date : May 10, 05 Start time : 00:00 Stop date : May 10, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 2 Avenue South of NE 75 Street May 10 Northbound Volume for Lane 1 End Time 15 30 45 00 Hr Total 00 01 02 03 04 05 06 07 28 10 6 --_� ___� ___� --�� --�� 84 104 112 124 19 7 4 11 5 15 23 52 80 59 111 106 20 8 1C 7 9 15 28 68 90 91 96 118 18 11 13 2 14 26 41 82 74 87 104 138 T-- 85 36 33 29 34 64 117 259 328 341 423 486 08 09 10 11 End Time 12 13 14 15 16 1.7 18 19 20 21 22 23 ~ 15 115 112 87 148 209 208 182 133 -105 - 82 76 32 30 137 98 121 150 194 219 150 123 92 62 74 33 45 149 115 154 207 174 202 147 119 90 43 37 39 00 127 138 164 179 199 182 135 93 89 71 57 23 ^+ Hr Total 528 463 526 684 776 810 614 468 -376 ^258 244 -127 Hour Total : 8109 eak hour begins : 11:30 AM peak volume : 508 Peak hour factor : 0.85 peak hour begine : 16:45 PM peak volume : 827 Peak hour factor 0.95 *********************************************************************,'********* May 10 Southbound Volume for Lane 2 End Tirne 00 01 02 03 04 05 06 07 08 09 10 11 -µN_1 15 23 11 6 7 10 10 45 151 245 181 139 119 30 13 8 3 3 7 29 58 206 234 177 125 119 45 12 8 4 3 12 26 103 229 219 170 112 146 00 9 11 7 7 17 34 141 251 195 154 1.32 104 Hr Total 57 38 20 20 46 98 _347 837 893 682 �508 488 End Time 12 13 14 15 16 17 18 _ 15 117 115 87 104 109 106 103 30 100 109 105 94 107 116 95 45 126 91 144 99 103 102 89 00 102 104 121 123 114 99 111 Hr Total 445 -419 457 420 -433 -423 -398 19 20 21 22 23 97 70 49 57 30 93 71 55 32 39 77 59 56 37 31 75 55 44 35 20 342 255 204 161 120 24 Hour Total : 8111 AM peak hour begins : 07:30 AM peak volume : 959 Peak hour factor : 0.96 PM peak hour begins : 14:15 PM peak volume : 474 Peak hour factor : 0.82 ******************************* ************ ********************.******* *** ****** • MCNALLY PAGE 10 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 fik Volume Report with 24*******t�Y�Y*********** ***** ******i****raw*Hour***otais Page ***************Page 2k 2 to File : D0510005.PRN Station : 000000050912 Identification : 000110252045 Start date : May 10, 05 Startnrrval : 15 minutes Stop date : May10,05 ptime ; 00:00 City/Town Stop time : 24:00 : Miami, FL County : Dade Location : NE 2 Avenue South of NE 75 Street **t**4.************************************************************************* May 10 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 y Y 15 51 21 12 16 16 18 70 208 329 285 251 �243 30 32 15 7 14 12 43 81 258 314 236 236 225 45 32 16 14 10 21 41 131 297 309 261 208 264 00 27 -___ --20 9 31 60 182 333 269 241 236 242 Hr Total 142 74 53 49 80 162 464 1096 1221 1023 931 974 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 232 227 174 252 318 314 285 T230 175 131 -133 62 30 237 207 226 244 301 334 245 216 163 117 106 72 45 275 206 298 306 277 304 236 196 149 99 74 70 00 229 242 285 302 313 281 246 168 144 115 92 43 Hr Total 973 882 983 1104 1209 1233 1012 810 -631 -462 W405 247 l. our Total . 16220 eak hour begins : 07:45 AM peak volume : 1285 Peak hour factor : 0.96 peak hour beg:_ns 16:45 PM peak volume : 1265 Peak hour factor . 0.95 *, **k***+ter*****tit;r*********,r************************** ********+tit****twit******* • • Adjusted Traffic Counts • • • • DAVI© PLUMMER 8 ASSOCLAYES, Project Location: Observer: INC. Name: TURNING La Fayette Square MOVEMENT COUNTS Project Number: Count Date: Day of Week: Tuesday 05134 NE 2 Avenue and NE 78 Street 5/10/2005 Traffic Survey Specialist, Inc. NE 2 Avenue NE 78 Street TIME INTERVAL NORTHBOUND _ SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL tom© R TOTAL L 111MI0 AL L T R TOTAL R TOTAL 04:00 0M 04:15 PM 9 182 13 204 11101111=1111p1 104 © 0 1© 12 6 8 328 04: 1 5 PM 04:30 PM ISM 186 9 207 111111® 6 118 ® ��� 6 338 04:30 PM 04.45 PM 8 149 9 166 ® 101 © 111 ® 0 296 04:45 PM 05;00 PM 173 9 189 4 112 6 122 ® 6 8 15 335 05:00 PM 05: 1 5 PM 191 17 213 0 92 3 95 Ill= 3 2 11 16 331 05:15 PM 05:30 PM 205 16 225 104 2 108 Ilea 3 2 5 10 347 05:30 PM 05:45 PM 194 10 209 3 109 8 120 2 1 2 5 345 05:45 PM 06:00 PM 177 7 191 1 93 4 98 0 1 1 2 296 PM PEAK ANNUAL HOUR TURNING MOVEMENT COUNT SUMMARY AVERAGE DAILY TRAFFIC CONDITIONS NE 2 Avenue TIME INTERVAL NORTHBOUND • -s f :• 1 WESTBOUND GRAND TOTAL L T R TOTAL TOTAL TOTAL L T R TOTAL 04:45 PM 05:45 ID 21 755 51 828 9 1 413 9 441 31 14 6 26 46 1,344 PEAK HOUR FACTOR 0.93 0.91 0.65 0.72 0.98 Note: 2003 FOOT Seasonal Weekly Volume Factor = 0.99 2 ave_78 street,xls • • • CAVIL PLEUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS La Fayette Square Project Number: Count Date: Day of Week: Tuesday 05134 NE 2 Avenue and NE 79 Street 5110/2005 Traffic Survey Specialist, Inc. NE 2 Avenue NE 79 Street TIME INTERVAL NORTHBOUND SOUTHBOUND— - C EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L-' T R TO AL T R TOTAL L T R TOTAL 04.00 PM 04:15 PM 11 178 13 202 29 99 9 137 17 234 10 261 0 90 17 107 707 04:15 PM 04:30 PM 18 161 19 198 19 92 2 113 27 236 18 281 0 88 15 103 695 04:30 PM 04:45 PM 18 124 15 157 21 93 6 120 30 251 16 297 0 95 24 119 693 04:45 PM 05:00 PM 14 163 10 187 24 94 9 124 23 224 22 269 0 46 8 54 634 05:00 PM 05:15 PM 13 A 181 8 202 15 88 2 _ 105 16 251 9 276 0 79 16 95 678 0515PM 05:30PM 19 190 16 225 15 95 5 115 24 291 12 327 0 97 13 110 777 05:30 PM 05:45 PM 11 187 13 211 17 98 4 119 22 260 13 295 0 84 26 110 735 05:45 PM 06:00 PM 20 197 9 226 17 88 12 117 25 216 11 252 0 87 16 103 698 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS NE 2 Avenue I NE 79 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND _ WESTBOUND GRAND TOTAL L T R TOTAL L T R_ TOTAL L T R TOTAL L( T R 1 TOTAL 05:00 PM 06:00 PM 62 747 46 855 63 365 23 451 86 1008 45 1,139 0 Ir 344� 70 414 2,859 PEAK HOUR FACTOR 0.96 0.83 0,88 0.88 0.93 Note 2003 FOOT Seasonal Weekly Volume Factor = 0.99 2 ave_79 street.xts • • • DAVLO PLUMMER & ASSCCfATES, Project Location; Observer: NC. Name: TURNING MOVEMENT COUNTS La Fayette Square Project Number: Count Date: Day of Week: Tuesday 05134 NE 1 Avenue and NE 78 Street 5/10/2005 Traffic Survey Specialist, Inc, NE 1 Avenue NE 78 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T— R TOTAL L T R TOTAL L T R S 04.0E PM 04:15 PM 0 4 4 9 2 13 1 2 18 2 22 52 04:15 PM 04:30 PM 0 4 • 2 10 1 9 2 4 14 2 20 48 04:30 PM 04:45 PM 3 3 2 8 1 7 1 3 12 1 16 40 04:45 PM 05:00 PM 1 15 1 9 0 8 0 2 9 1 12 47 05:00 PM 05:15 PM 0 3 1 6 1 —6 1 FF 0 10 1 11 28 0515 PM 05:30 PM 2 7 1 2 9 1 4 1 2 9 2 13 40 05:30 PM 05;45 PM 0 6 1 1 2 5 2 2 12 1 15 46 05:45 PM 06:00 PM 0 1 0 6 0 8 1 2 11 1 14 30 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS NE 1 Avenue 1) NE 78 Street TIME INTERVAL _ NORTHBOUND SOUTHBOUND 1 EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R [TOTAL L- T R TOTAL 04:00 PM 05:00 PM 4 26 6 36 5 22 9 36 4 37 4 45 11 r 52 6 69 185 PEAK HOUR FACTOR 0.50 0.75 0.70 0,80 0.90 Note: 2003 FDOT Seasonal Weekly Volume Factor = 0.99 1 ave_78 street.xts • • • 0AV1D PLUM.MER & ASSOCIATES. Project Location: Observer: INC. Name: TURNING MOVEMENT La Fayette Square COUNTS Project Number: Count Date: Day of Week: Tuesday 05134 NE 1 Avenue and NE 79 Street 5110/2005 Traffic Survey Specialist, Inc. NE 1 Avenue NE 79 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBO ND _ RAND TOTAL L T R -ALT L L R ' 04:00PM 04:15PM 0 5 1 61 5 269 0 2 111 3 " 0"04:15 PM 04:30 PM 0 5 4 9 2 5 297 1 I 4 107 2 04:30 PM 04:45 PM 0 2 3 8 293 6 i 2 116 3 0445 PM 05:00 PM 0 10 1 5 291 32 82 7 " 105:00PM 0515PM 2 3 2 7 3 11 2 •1 110 6 05:15PM 05:30PM 0 4 4 84 8 324 3 1 111 5 05:30 PM 05:4s PM 0 4 4 83 3 284 1 2 102 2 i05:45M 06:00PM 0 1 0 1 4 310 2 316 1 116 2 PM PEAK HOUR TURNING ANNUAL AVERAGE MOVEMENT COUNT SUMMARY DAILY TRAFFIC CONDITIONS NE 1 Avenue NE 79 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L f T R TOTAL L T R TOTAL L T R TOTAL 05:00 PM 06:00 PM 2 12 10 24 13 19 9 41 26 1196 8 1,230 5 435 15 454 1,748 PEAK HOUR FACTOR 0.55 0.85 0.93 0.95 0 .94 Note; 2003 FDOT Seasonal Weekly Volume Factor M 0.99 1 ave 79 street.xls • • • I]AVLD PLUMMER , ASSOCIATES. INC. Project Name: Location: Observer: 24-HOUR COUNTS La Fayette Square MUSP NE 79 Street East of NE 1 Avenue Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4[4th 1/4 TOTAL 12:00 AM 121 98 86 76 381 of :oO Am j 71 57 39 54 221 02:00 AM - 50 40 37 43 170 03:00 AM 40 30 24 40 , 134 04:00 AM 43 30 45 46 164 05:00 AM 55 73 94 141 363 06:OO AM 183 217 283 317 1,000 07:00 Am 320 342 320 316 1,298 08:00AM 337 374 294 367 1,372 09:00 AM 338 362 360 340 1,400 10:oOAM I 310 326 310 295 1,241 11:00 AM 325 322 324 327 1,298 12:000M 352 330 311 352 1,345 01:00 PM 333 297 348 295 1,273 02:00 PM 282 296 337 309 1,224 03:00PM 281 287 290 260 1,118 04:00 PM 262 285 299 249 1,095 05:00 PM 306 314 278 316 1,214 06:006M 308 288 286 268 1,150 07:6o PM 279 305 255 271 1,110 05:00 PM 260 239 251 211 961 09170 PM 229 211 222 241 903 10:o0 PM 205 208 190 162 765 11:no PM 162 162 135 127 586 24-HOUR TOTAL 21,786 AM Peak Hour: PM Peak Hour: EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND 1st 114 2nd 1/4 3rd 1/4 4th 114 TOTAL 12:00 AM 33 42 39 42 156 01:00 AM 34 27 37 41 139 02:00 AM 20 20 33 19 92 03:00 AM 18 18 16 21 73 04:Do AM 13 21 27 25 86 05 00 AM 45 31 24 36 136 06:OO AM 35 40 41 61 177 07:00 AM 75 85 82 92 334 08:00 AM 108 131 102 104 445 09:00 AM 123 129 153 137 542 10:00 AM 141 129 141 146 557 11:00 AM 121 124 135 141 521 12:00 PM 140 133 146 ® 556 01:oO PM 138 122 140 143 543 02:00 PM 124 87 168 123 502 03:00 PM 113 115 123 111 462 04:00 PM 102 133 125 91 451 05:00 PM 122 109 104 113 448 06:00 PM 97 95 81 93 366 07:00 PM 102 79 93 94 368 08:00 PM 83 71 66 62 282 09:00 PM 72 58 58 78 266 1000 PM 69 54 69 64 256 11:00 PM 50 59 55 48 212 124-HOUR TOTAL 7,970 DAILY TRAFFIC COUNT SUMMARY Time: 08:45 AM Volume: 1,427 Time: 12:00 PM Volume: 1,345 AM Peak Hour: PM Peak Hour. 05134 5/10/2004 TWO-WAY TOTAL 537 360 262 207 250 499 1,177 1,632 1,817 1,942 1,798 1,819 1,901 1,816 1,726 1,580 1,546 1,662 1,516 1,478 1,243 1,169 1,021 798 29,756 AM Peak Hour: Time: 09.15 AM Volume: 560 PM Peak Hour: Time: 12:00 PM Volume: 556 EASTBOUND AND WESTBOUND Time: K-factor D-factor Time: K-factor: D-!actor. 09:00 AM 6.5% 72.1% EB 12:00 PM 64% 70.8% EB Volume: 1,942 PHF: 0.95 Volume: 1,901 PHF: 0.97 79 st east 1 ave.xls • • • DAV ID PLUMMER S. ASSOCIATES, INC, Project Name: Location: Observer: 24-HOUR COUNTS La Fayette Square MUSP NE 82 Street East of NE 1 Avenue Traffic Survey Specialists, Inc. BEGIN TIME 1 EASTBOUND L1sf 11412nd 1/4 3rd 1/4(4th 1/4 TOTAL 12:00 AM 0 0 0 0 0 01:00AM 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 Cl 0 05:00 AM 0 0 0 0 0 06:00 AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 08:00 AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10:00AM 0 0 0 0 0 , 11:00AM 0 0 0 0 0 12:00PM 0 0 0 0 0 01:OOPM 0 0 0 0 0 02:00 PM 0 0 0 0 0 e 03:00 Piet 0 0 0 0 0 04:00 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 l 09:00 PM 0 0 0 0 , 0 10:0OPM 0 0 0 0 0 11:00 PM 0 0 0 0 0 24-HOUR TOTAL 0 AM Peak Hour: PM Peak Hour: EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND 1 1st 1f4 2nd 1f4 3rd 1/4 4th 114 TOTAL 12:00 AM 61 54 45 48 208 01:00 AM 31 31 23 14 99 02:00 AM 16 23 26 9 74 03:00 AM ' 17 19 16 15 67 04:00 AM 7 39 28 35 109 05:00 AM 43 48 63 87 241 06100 AM 117 151 218 189 675 07:00 AM 224 265 362 346 1,197 08:00 AM 293 260 338 283 . 1,174 09:00 AM 236 226 254 275 991 10:00 AM ° 250 200 214 239 903 11.:00 AM 222 228 249 237 936 12:00 PM I 240 202 252 234 928 ❑1:00 PM 268 238 271 245 1,022 02:00 PM 234 124 270 295 923 03:oO PM 278 311 316 257 1,162 04:00 PM 250 273 298 267 1,088 05:00 PM 309 240 249 261 1,059 06:00 PM 226 237 215 204 882 07:00 PM 192 173 212 201 778 08:00 PM 177 170 182 135 664 09700 PM 150 160 154 150 614 10:00 PM 126 121 124 124 495 11:00 PM 114 97 108 71 390 [24-HOUR TOTAL 16,679 DAILY TRAFFIC COUNT SUMMARY Time: 12:00 AM Volume: 0 Time: 12:00 PM Volume: AM Peak Hour: PM Peak Hour: 05134 5/10/2004 TWO-WAY TOTAL 208 99 74 67 109 241 675 1,197 1,174 991 903 936 928 1,022 923 1,162 1,088 1,059 882 778 664 614 495 390 16,679 AM Peak Hour: Tune: 07-15 AM Volume: 1,266 PM Peak Hour Time: 02:45 PM Volume: 1,200 EASTBOUND AND WESTBOUND Time: 07:15 AM Volume: 1,266 K-factor. 7.6% PHF: 0.87 D-factor 100.0% WB Time: 02:45 PM Volume: 1,200 K-factor: 7,2% PHF: 0.95 0-factor: 100.0% WB 82 st east 1 ave.xls • • • DAVi0 PLUMMIER & ASSOCIATES. NC_ Project Name: Location: Observer: 24-HOUR COUNTS La Fayette Square MUSP NE 2 Avenue North of NE 85 Street 1 86 Street Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND is 1f4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 21 11 22 10 64 01:OOAM 5 2 5 5 17 02:00 AM 3 3 4 6 16 03:00 AM 7 8 4 0 19 04:00 AM 1 2 1 5 9 05:00 AM 4 14 5 12 35 06 00 AM 25 16 30 37 108 07:00 AM 58 56 73 97 284 08:00 AM 71 98 91 93 353 09:00 AM 86 87 92 101 366 10700 AM 110 110 116 112 448 11700 AM 111 127 114 138 490 12:0oPM 143 128 138 149 - r 558 01:00 PM ; 126 113 123 142 504 02:00 PM 121 129. 146 186 582 03:00 PM 190 167 196 206 759 ° 04:c0 PM 252 262 235 236 985 05:00 PM PM_, 257 274 260 250 1,041 06:00 PM 229 208 198 161 796 07:00 PM 153 134 125 106 519 08,00 PM 101 97 111 88 397 09:00 PM 81 55 55 64 255 10:00 PM 70 53 59 38 220 11100 PM 24 22 33 25 104 124-HOUR TOTAL 8,929 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN TIME { SOUTHBOUND 1st 1/4 2nd 1/4 3rd 114 41h 1/4 TOTAL 12:Oo AM 11 11 8 10 , 40 01:00 AM ' 11 6 6 6 29 02:00 AM 4 5 2 2 13 03:00 AM 4 2 2 2 10 04:00 AM 7 3 4 7 21 05:OO AM 10 21 22 26 79 05:00 AM 40 74 125 175 414 07:O0 AM 206 264 303 335 1,108 08:00 AM 301 286 291 238 • 1,116 09:00 AM 193 215 171 164 743 10:00 AM 170 142 139 127 578 11:00 AM : 125 138 118 129 510 1200PM 129 120 150 101 , 500 01:00PM ' 124 126 99 124 473 02,00PM 113 120 141 123 497 03:00PM 119 163 133 133 548 04:00 PM 140 135 121 119 515 05:00 PM 121 124 124 123 492 06:0D PM 120 115 111 127 473 07:00 PM 113 99 85 83 380 08:00 PM 71 55 63 56 245 09:00 PM 61 66 56 68 251 10000 PM 48 41 40 37 166 11:00 PM , 32 36 26 20 114 24-HOUR TOTAL 9,315 DAILY TRAFFIC COUNT SUMMARY Tirne: 11:45 AM Volume: 547 Time: 05:00 PM Volume: 1,041 AM Peak Hour. PM Peak Hour. 05134 5/10/2004 TWO-WAY TOTAL 104 46 29 29 30 114 522 1,392 1,469 1,109 1,026 1,000 1,058 977 1,079 1,307 1,500 1,533 1,269 899 642 506 386 218 18,244 AM Peak Hour: Time: 07:30 AM Volume: 1.225 PM Peak Hour: Time: 03:15 PM Volume: 569 NORTHBOUND AND SOUTHBOUND Time: K-factor_ D-factor: Time: K-factor D-factor 07:45 AM 8.6% 77.3% SB 05:00 PM 8-4 % 67-9% NB Volume: 1,570 PHF: 0.91 Volume: 1,533 PHF: 0.96 2 ave north 85 st.xls • • • DAVIO PLVMMSR a ASSOCIATES, E 40 Project Name: Location: Observer: 24-HOUR COUNTS La Fayette Square MUSP NE 2 Avenue North of NE 80 Terrace Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND [ 1st 1/4 2nd 1/4 3rd 1/4 4th 1/40 TOTAL 12:00 AM 22 13 21 15 71 01:00 AM 8 8 5 6 27 02c0 AM 4 7 5 6 22 03:00 AM 10 13 4 1 28 04:00 AM 3 5 1 7 16 05:00 AM , 7 11 10 17 45 00:00 AM 26 16 26 40 108 07:00 AM " 64 57 81 103 305 68.-00 AM 80 95 102 86 363 09:00 AM 97 62 108 112 379 10:00 AM 109 123 109 116 457 11:00 AM 114 135 125 143 517 12:00 PM 149 140 160 159 608 . 01:00 PM 140 105 136 137 518 02:00 PM 121 129 145 197 592 03:00 PM 192 172 196 188 748 04:00 PM 233 204 212 213 862 05:00 PM . 228 231 241 221 921 06:00 PM ' 206 185 193 156 740 07:00 PM E 141 141 133 116 531 08:00 PM 107 90 110 87 394 09:00 PM 81 63 55 65 264 10:00 PM 67 60 52 39 218 11:a0 PM 32 20 39 27 118 24-HOUR TOTAL 1 8,852 AM Peak Hour PM Peak Hour: NORTHBOUND Project No.: 05134 Count Date: 5/1©/2004 BEGIN TIME { SOUTHBOUND 1 1st 1/4 2nd 1/4 3rd 1/4 4th 1/411 TOTAL 12:00 AM 13 10 7 8 38 01:00 AM 10 6 3 5 24 02:00 AM 6 6 1 2 15 03:00 AM 6 1 2 3 12 04:00 AM 5 4 5 8 22 05:00 AM 5 11 22 21 59 06:00 AM 35 64 105 153 357 07:00 AM 163 219 236 238 i 856 08:00 AM 238 212 224 179 853 09:00 AM 181 173 175 139 668 10:00 AM 129 125 111 137 502 11:00 AM 118 124 128 122 492 12:00 PM 116 120 132 115 483 01:00 PM 113 119 94 109 435 02:00 PM 104 125 138 134 501 03:00 PM 114 115 118 126 473 04:00 PM 106 99 119 114 438 05:00PM 103 107 121 113 444 MOD Phrt 101 100 106 111 418 0700 PM 92 91 76 72 333 09:00 PM 71 55 62 42 230 09:00 PM 47 54 41 60 202 10:00 PM 43 28 34 31 136 1110 PM 31 36 19 20 106 24-HOUR TOTAL 8,097 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 592 Time: 05:00 PM Volume: 921 AM Peak Hour. PM Peak Hour: TWO-WAY` TOTAL 109 51 37 40 38 104 465 1,161 1,216 1,047 959 1,009 1,091 953 1,093 1,221 1,300 1,365 1,158 864 624 466 354 224 16,949 AM Peak Hour Time,: 07:15 AM Volume: 931 PM Peak Hour: Time: 02:15 PM Volume: 511 NORTHBOUND AND SOUTHBOUND Time: K-factor 0-factor: Time: K-factor: D-factor: 07:45 AM 7.6% 70.6% SB 05:00 PM 81% 67.5% NB Volume: 1,292 PHF: 0.95 Volume- 1,365 PHF: 0.94 9 Ayr,. nnrth 69 tarrarP xlc • • • DAM PLUMMEP $ ASSOCIATES, INC_ Project Name: Location: Observer: 24-HOUR COUNTS La Fayette Square MNUSP NE 2 Avenue South of NE 75 Street Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND lst 114 2nd 1/4 3rd 1/4 41h 1141 TOTAL 12:00AM 28 19 20 18 85 01:00 AM 10 7 8 11 36 02:00 AM 6 4 10 13 33 03:40 AM 9 11 7 2 29 04:00 AM 6 5 9 14 34 05:00 AM 8 15 15 26 64 06:00 AM 25 23 28 41 117 07:00 AM 57 52 68 82 259 08:00 AM 84 80 90 74 328 09:00 AM 104 59 91 87 341 10:00 AM 112 111 96 104 423 11:00AM 124 106 118 138 486 1200PM 115 137 149 127 528 01:00 PM 112 98 115 138 463 02:00 PM 87 121 154 164 526 03:00 PM 148 150 207 179 684 04:OO PM 209 194 174 199 776 0500 PM : 208 218 202 182 810 0e:00 PM 182 150 147 135 614 07:00 PM , 133 123 119 93 468 08:00 PM 105 92 90 89 376 09:00 PM 82 62 43 71 258 , 10:00 PM 76 74 37 57 244 11:00 PM ; 32 33 39 23 127 [24-HOUR TOTAL N 8,109 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN TIME f SOUTHBOUND 1st 114 2nd 1/4 3rd 1/4 41h 1/4 TOTAL 1290 AM 23 13 12 9 57 01:00 AM 11 8 8 11 38 o2:00 AM 6 3 4 7 20 03:00 AM 7 3 3 7 20 04:00 AM 10 7 12 17 46 05:00 AM 10 28 26 34 98 05:00 AM 45 58 103 141 347 07:00 AM 151 206 229 251 837 08:00 AM 245 234 219 195 893 09:00 AM 181 177 170 154 682 10:DO AM . 139 125 112 132 508 11:00 AM 119 119 146 104 488 12:00 PM 117 100 126 102 445 01:00 PM 115 109 91 104 419 02:00 PM 87 105 144 421 457 03:00 PM 104 94 99 123 420 04:00 PM 109 107 103 114 433 05:00 PM 106 116 102 99 T 423 05:00 PM 103 95 89 111 398 07:00 PM 97 93 77 75 342 r 08:00 PM 70 71 59 55 255 09:00 PM 49 55 56 44 204 10:00 PM 57 32 37 35 161 11:00 PM 30 39 31 20 120 [24-HOUR TOTAL [ 8,111 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 539 Time: 04:45 PM Volume: 827 AM Peak Hour. PM Peak Hour: 05134 5/10/2004 TWO-WAY TOTAL 142 74 53 49 80 162 464 1,096 1,221 1,023 931 974 973 882 983 1,104 1,209 1,233 1,012 810 631 462 405 247 16,220 AM Peak Hour: Time: 57:30 AM Volume: 959 PM Peak Hour Time: 52:15 PM Volume: 474 NORTHBOUND AND SOUTHBOUND Time: 07:45 AM Volume: 1,285 K-factor 7.9% PHF: 0.96 D-factor: 73.9% SB Time: 04:45 PM Volume: 1,265 K-factor: 7.8% PHF: 0.95 D-factor. 65.4% NB 7 ni.o er- tth 7C ct vIe • Signal Timings • • • • Signal Timings PATTERN SCHEDULE FOR 2123 NE 2 AVE & 79 ST FOR DAY # 4 (SECTION 66) TIME PT OFF EWW F Y NSW F G Y EL Y S Y M CYC MIN: 7 12 12 1 5 0 23 9 14 12 4 7 12 12 4 7 3 7 75NIGHT 8/ 500 7 9 14 12 4 7 12 12 4 7 3 75LATE NIG 600 9 87 14 12 4 7 12 27 4 7 3 90PRE AM M 700 13 58 26 12 4 7 12 32 4 5 3 3 105AM PEAK 715 4 58 26 12 4 7 12 32 4 5 3 3 105AM PEAK 830 13 58 26 12 4 7 12 32 4 5 3 3 105AM PEAK 930 8 42 14 12 4 7 12 27 4 7 3 90AVG M2 0 1400 18 42 14 12 4 7 12 27 4 7 3 90AVG MI 0 1515 15 50 32 12 4 7 12 24 4 7 3 105PRE PM M 1600 5 60 18 12 4 7 12 38 4 7 3 105PM PEAK 1800 10 38 14 12 4 7 12 27 4 7 3 90POST PM 1900 8 42 14 12 4 7 12 27 4 7 3 90AVG M2 0 2200 7 9 14 12 4 7 12 12 4 7 3 75LATE NIG PATTERN SCHEDULE FOR 2116 NE 2 AVE & 78 ST TIME PT OFF NSW F Y R EWW F G Y R MIN: 8 12 13 1 0 23 71 32 12 4 1 7 13 1 4 1 500 7 71 32 12 4 1 7 13 1 4 1 600 9 19 47 12 4 1 7 13 1 4 1 700 13 91 62 12 4 1 7 13 1 4 1 715 4 91 62 12 4 1 7 13 1 4 1 830 13 91 62 12 4 1 7 13 1 4 1 930 8 64 47 12 4 1 7 13 1 4 1 1400 18 64 47 12 4 1 7 13 1 4 1 1515 15 89 62 12 4 1 7 13 1 4 1 1600 5 87 44 12 4 1 7 13 19 4 1 1800 10 60 47 12 4 1 7 13 1 4 1 1900 8 64 47 12 4 1 7 13 1 4 1 2200 7 71 32 12 4 1 7 13 1 4 1 FOR DAY # 4 (SECTION 66) S Y M CYC 6 75NIGHT 8/ 75LATE NIG 90PRE AM M 105AM PEAK 105AM PEAK 105AM PEAK 90AVG M2 0 90AVG M1 0 105PRE PM M 10 5 PSI PEAK 90POST PM 90AVG M2 0 75LATE NIG • • • Appendix C FDGT's Quality/LOS Handbook Generalized Tables & Transit Ridership LEVEL OF SERVICE TABLE CLASSIFICATION TYPE FDOT'S 2002 QUALITY / LEVEL OF SERVICE [I] PERSON TRIP LEVEL OF SERVICE A B C D E A B C D E CLASS 4 ARTERIAL [2] 1LU 0 0 270 720 780 0 0 0.35 0.92 1.00 2LU 0 0 488 1185 1245 0 0 0.39 0.95 1.00 3LU 0 0 750 1793 1868 0 0 0.40 0.96 1.00 4LU 0 0 1013 2348 2438 0 0 0.42 0.96 1.00 CLASS 4 ARTERIAL [3] 1LU 0 0 324 864 936 0 0 0.35 0,92 1.00 2LD 0 0 780 1896 1992 0 0 0.39 0,95 1.00 3LD 0 0 1200 2868 2988 0 0 0.40 0.96 1.00 4LD 0 0 1620 3756 3900 0 0 0.42 0.96 1.00 NON -STATE ROADWAYS [2] 1LU 0 0 480 760 810 0 0 0.59 0.94 1.00 2LU 0 0 840 1215 1290 0 0 0.65 0.94 1.00 3LU 0 0 1305. 1838 1935 0 0 0.67 0.95 1.00 Source: FDOT's 2002 Quality/Level of Service Handbook NOTES: [1] THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOT'S 2002 LEVEL OF SERVICE BY THE LOS E FOR EACH TYPE OF ROADWAY. 121 FOR UNDIVIDED FACILITIES, THE CORRESPONDING VOLUME HAS BEEN DECREASED BY 25%. [a] FOR ONE-WAY FACILITIES, THE CORRESPONDING VOLUME HAS BEEN INCREASED BY 20%. o • . Bus Route La Fayette Square MUSP Bus Ridership Information' 2 9 10 L PM Peak Headways 15 min. PM Peak Vehicles NB/EB SB/WB 9 8 12 min. 40 min. Little Haiti Connection 10 min. 30 min. 10 3 12 3 9 3 12 4 Bus Capacity 38 42 42 48 26 Average PM Peak Ridership2 NB/EB SB/WB PM Peak Capacity3 NB/EB SB/WB 9 39 40 40 1 13 22 10 21 7 342 420 126 576 78 304 378 126 576 104 Notes: 1 - Bus ridership and capacity information based on information provided by MDTA 2 - Average PM Peak ridership was calculated from ridership information obtained from drivers log. 3 - Calculated based on number of PM Peak vehicles times minimum bus capacity. • o o BUS OCCUPANCY INFORMATION ROUTE DIRECTION LOCATION BUS # RUN # DATE TIME PASSENGERS 2 NB N Miami Avenue / NW 79 Street 2111 5012 3/1/2005 16:35 18 2069 5013 2/3/2004 17:07 9 2118 5010 10/4/2004 18:33 1 SB NW 2 Avenue / NW 79 Streeet 2111 5012 3/1/2005 18:01 18 2069 5013 2/3/2004 17:26 8 2118 5010 10/4/2004 17:13 14 NB NE 2 Avenue / NE 87 Street 4113 5067 1/3/2005 17:35 MEM 9975 5059/5071 3/22/2004 14:32 -OM 9736 5065/5073 6/1/2004 15:54 SB NE 2 Avenue / NE 71 Street 4113 5067 1/3/2005 16:27 r 9975 5059/5071 3/22/2004 14:32 16 9736 5065/5073 6/1/2004 18:28 MIIIIM 10 NB NE 2 Avenue / NE 87 Street 9410 5078 1/5/2005 15:27 52 9351 5086 12/30/2004 18:43 30 9411 5079 4/14/2003 16:52 37 SB NE 2 Avenue / NE 71 Street 9410 5078 1/5/2005 17:06 10 9351 5086 12/30/2004 17:50 13 9411 5079 4/14/2003 18:28 8 L (112) EB NE 79 Street / NE 2 Avenue 9307 1235 5/12/2004 16:28 �■ 23 5016 1192 12/22/2003 17:41 2143 1223 1/31/2003 18:10 45 WB NW 79 Street / NW 7 Avenue 9307 1235 5/12/2004 18:20 I■ 5016 1192 12/22/2003 16:24 20 2143 1223 1/31/2003 16:39 29 Little Haiti Connection (202) EB NE 5 Avenue / NE 80 Street 1972 5336 3/21/2005 17:42 1965 5336 2/11/2005 18:50 0 1954 9233 4/4/2003 16:41 0 WB NW 2 Avenue / NW 79 Streeet 1972 5336 3/21/2005 16:47 7 1965 5336 2/11/2005 17:49 1954 9233 4/4/2003 17:18 4 Source: MDTA 0 • • Appendix D Intersection Capacity Analysis Worksheets o Existing Conditions • i HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: NE 2 AVENUE / NE 78 STREET Agency: Area Type: All other areas .e: 5/9/2005 Jurisd: iod: EXISTING PM PEAK HOUR Year : 2005 Project ID: LA FAYETTE SQUARE MUSP - #05134 E/W St: NE 78 STREET N/S St: NE 2 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound T R L T R L T R Southbound L T R No. Lanes 0 1 0 LGConfig LTR Volume I7 5 19 Lane Width I 12.0 RTOR Vol I 0 0 1 0 LTR 14 6 26 12.0 0 1 1 1 L T R 21 755 51 12.0 12.0 12.0 5 1 1 0 L TR 9 413 19 12.0 12.0 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 Thru A Thru A Right A Right A Peds Peds WB Left A SE Left A Thru A Thru A Right A Right A Peds Peds 0 Right EB Right Right WB Right Green 39.0 56.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 105.0 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 607 1633 0.07 0.37 21.4 C 21.4 C Westbound LTR 595 1603 0.11 0.37 21.7 C 21.7 C Northbound L 379 710 0.06 0.53 11.9 B T 994 1863 0.82 0.53 25.7 C 24.5 C R 844 1583 0.06 0.53 11.8 B Southbound L 132 248 0.08 0.53 12.2 13 987 1850 0.48 0.53 15.8 B 15.7 Intersection Delay 21.4 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: NE 2 AVENUE / NE 79 STREET Agency: Area Type: All other areas te: 5/9/2005 jurisd: zod: EXISTING PM PEAK HOUR Year : 2005 roject ID: LA FAYETTE SQUARE MUSP -- #05134 E/W St: NE 79 STREET N/S St: NE 2 AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 3 0 LTR 86 1008 45 12.0 0 Southbound L T R 0 1 1 LT R 0 344 70 12.0 12.0 7 1 1 0 L TR 62 747 46 12.0 12.0 0 1 1 1 L T R 63 365 23 12.0 12.0 12.0 2 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NE Left A Thru A A Thru A Right A A Right A Peds Peds WE Left A SE Left A Thru A Thru A Right A Right A Peds Peds 0 Right BB Right Right WE Right Green 30.0 7.0 57.0 Yellow 4.0 3.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 105.0 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 1584 5025 0.82 0.39 32.1 C 32.1 C Westbound LT 532 1863 0.68 0.29 36.8 D 35.4 D R 452 1583 0.15 0.29 28.1 C Northbound L 458 844 0.14 0.54 12.0 B TR 1003 1847 0.82 0.54 25.5 C 24.5 C Southbound L 128 235 0.52 0.54 18.8 B T 1011 1863 0.38 0.54 14.0 B 14.6 B 41111 859 1583 0.03 0.54 11.1 B Intersection Delay 27.7 (sec/reh)Intersection LOS = C HCS2000: Unsignalized Intersections Release 4.1d TWO --WAY STOP CONTROL SUMMARY 411ilyst: DPA ncy/Co.: ate Performed: 5/9/2005 Analysis Time Period: EXISTING PM PEAK HOUR Intersection: NE 1 AVENUE / NE 78 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2005 Project ID: LA FAYETTE SQUARE MUSP - #05134 East/West Street: NE 78 STREET North/South Street: NE 1 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Movement 1 2 3 L T R Westbound 4 5 6 L T R Volume 4 37 4 11 52 6 Peak -Hour Factor, PEE 0.70 0.70 0.70 0.80 0.80 0.80 Hourly Flow Rate, HFR 5 52 5 13 64 7 Percent Heavy Vehicles 2 -- 2 Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR •tream Signal? No No Minor Street: Approach Movement Northbound Southbound 7 8 9 I 10 11 12 L T R I L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HER Percent Heavy Vehicles Percent Grade (%) Flared Approach: Lanes Configuration 4 26 6 5 22 9 O .50 0.50 0.50 0.90 0.90 0.90 8 52 12 5 24 10 2 2 2 2 2 2 0 0 Exists?/Storage No / No / 0 1 0 0 1 0 LTR LTR Delay, Queue Length, and Level of Service Approach EH WB Northbound Southbound Movement 1 4 ( 7 8 9 I 10 11 12 Lane Config LTR LTR i LTR I LTR v (vph) 5 13 72 39 C(m) (vph) 1529 1547 762 775 v/c 0.00 0.01 0.09 0.05 95% queue length 0.01 0.03 0.3I 0.16 C ntrol Delay 7.4 7.3 10.2 9.9 A A B A roach Delay 10.2 9.9 Approach LOS S A HCS2000: Unsignalized Intersections Release 4.1d TWO --WAY STOP CONTROL SUMMARY lyst: DPA ncy/Co.: to Performed: 5/9/2005 Analysis Time Period: EXISTING PM PEAK HOUR Intersection: NE 1 AVENUE / NE 79 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2005 Project ID: LA FAYETTE SQUARE MUSP -- #05134 East/West Street: NE 79 STREET North/South Street: NE 1 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 Volume 26 1196 8 5 435 15 Peak -Hour Factor, PHF 0.93 0.93 0.93 0.96 0.96 0.96 Hourly Flow Rate, HFR 27 1286 8 5 453 15 Percent Heavy Vehicles 2 --- - 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 0 2 0 0 1 0 Configuration LT TR LTR •tream Signal? No No Minor Street: Approach Movement Northbound 7 8 9 L T R Southbound 10 11 12 L T R Volume Peak Hour Factor, PEF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Lanes Configuration 2 12 10 13 19 9 0.75 0.75 0,75 0.85 0.85 0.85 2 16 13 15 22 10 2 2 2 2 2 2 0 0 Exists?/Storage No / No / 0 1 0 0 I 0 LTR LTR Delay, Queue Length, and Level of Service Approach EB WE Northbound Movement 1 4 1 7 8 9 Lane Config LT LTR I LTR Southbound 10 11 12 LTR v (vph) 27 5 31 47 C(m) (vph) 1090 531 102 105 v/c 0.02 0.01 0.30 0.45 95% queue length 0.08 0.03 1.16 1.92 Control Delay 8.4 11.8 55.0 64.5 A B F F illkoach Delay 55.0 64.5 Approach LOS F F • Future without Project • • HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: NE 2 AVENUE / NE 78 STREET Agency: Area Type: All other areas ilite: 5/9/2005 Jurisd: iod: FUTURE W/OUT PROJ PM PEAK HOUR Year : 2007 Ilioject ID: LA FAYETTE SQUARE MUSP - #05134 E/W St: NE 78 STREET N/S St: NE 2 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R No. Lanes 0 1 0 LGConf ig LTR Volume 7 5 20 Lane Width 12.0 RTOR Vol 0 0 1 0 LTR 15 6 27 12.0 0 1 1 1 L T R 21 786 53 12.0 12.0 12.0 5 1 1 0 L TR 9 430 20 12.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NE Left A Thru A Thru A Right A Right A Peds Peds WB Left A SE Left A Thru A Thru A Right A Right A Peds Peds 0 Right EB Right Right WB Right Green. 39.0 56.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 105.0 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 610 1643 0.05 0.37 21.2 C 21.2 C Westbound LTR 598 1610 0.08 0.37 21.5 C 21.5 C Northbound. L 379 711 0.06 0.53 11.9 B T 994 1863 0.83 0.53 26.7 C 25.5 C R 844 1583 0.06 0.53 11.8 B Southbound L 122 228 0.07 0.53 12.2 B TR 987 1850 0.48 0.53 15.7 B 15.7 B • Intersection Delay 22.0 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: NE 2 AVENUE / NE 79 STREET Agency: Area Type: All other areas te: 5/9/2005 Jurisd: iod: FUTURE W/O PROJ PM PEAK HOUR Year : 2007 oject ID: LA FAYETTE SQUARE MUSP - ##05134 E/W St: NE 79 STREET N/S St: NE 2 AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Sorthbound L T R 0 3 0 LTR 89 1049 47 12.0 0 0 1 1 LT R 0 358 73 12.0 12.0 7 1 1 0 L TR 65 777 48 12.0 12.0 0 1 1 1 L T R 66 380 24 12.0 12.0 12.0 2 Duration 0.25 Area Type: All other areas signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A Thru A A Thru A Right A A Right A Peds Peds WB Left A SE Left A Thru A Thru A Right A Right A Peds Peds 40 Right EB Right Right WB Right Green 30.0 7.0 57.0 Yellow 4.0 3.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 105.0 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 1575 5025 0.79 0.39 31.1 C 31.1 C Westbound LT 532 R 452 Northbound 1 442 TR 1002 1863 0.71 0.29 37.9 D 36.4 D 1583 0.15 0.29 28.2 C 814 0.15 0.54 12.1 B 1846 0.87 0.54 28.9 C 27.7 C Southbound L 98 180 0.70 0.54 38.2 D T 1011 1863 0.40 0.54 14.2 B 17.4 B 4111 859 1583 0.03 0.54 11.1 B Intersection Delay = 28.7 (sec/veh) Intersection LOS = C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY �lyst: DPA ncy/Co.: e Performed: 5/9/2005 Analysis Time Period: FUTURE W/O PROJ PM PEAK HOUR Intersection: NE 1 AVENUE / NE 78 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: LA FAYETTE SQUARE MUSP -- #05134 East/West Street: NE 78 STREET North/South Street: NE 1 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Movement 1 2 3 L T R Westbound 4 5 6 L T R Volume 4 38 4 11 54 6 Peak --Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 40 4 11 56 6 Percent Heavy Vehicles 2 -- 2 Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR "ream Signal? No No Minor Street: Approach Movement Northbound 7 8 9 L T R Southbound 10 11 12 L T R Volume 4 27 6 5 23 9 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 28 6 5 24 9 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach EB W8 Northbound Southbound Movement 1 4 17 8 9 10 11 12 Lane Config LTR LTR I LTR 1 LTR v (vph) 4 11 38 38 C(m) (vph) 1541 1564 787 803 v/c 0.00 0.01 0.05 0.05 95% queue length 0.01 0.02 0.15 0.15 C ntrol Delay 7.3 7.3 9.8 9.7 A A A A 10Froach Delay 9.8 9.7 Approach LOS A A HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY alyst : DPA ncy/Co.: Iliate Performed: 5/9/2005 Analysis Time Period: FUTURE W/O PROJ PM PEAK HOUR Intersection: NE 1 AVENUE / NE 79 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: LA FAYETTE SQUARE MUSP - #05134 East/West Street: NE 79 STREET North/South Street: NE 1 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 27 1244 8 5 453 16 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 28 1309 8 5 476 16 Percent Heavy Vehicles 2 -- 2 -- --- Median Type/Storage Undivided / RT Channelized? Lanes 0 2 0 0 1 0 Configuration LT TR LTR "ream Signal? No No Minor Street: Approach Movement Northbound Southbound 7 8 9 { 10 11 12 L T R 1 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Lanes Configuration 2 12 10 14 20 9 0.95 0.95 0.95 0.95 0.95 0.95 2 12 10 14 21 9 2 2 2 2 2 2 0 0 Exists?/Storage No / No / 0 1 0 0 1 0 LTR LTR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LT LTR I LTR I LTR v (vph) 28 5 24 44 C(m) (vph) 1068 521 91 99 v/c 0.03 0.01 0.26 0.44 95% queue length 0.08 0.03 0.96 1.88 C ntrol Delay 8.5 12.0 58.2 67.7 A B F F 10Froach Delay 58.2 67.7 Approach LOS F F • Future with Project • • HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: NE 2 AVENUE / NE 78 STREET Agency: Area Type: All other areas te: 5/9/2005 Jurisd: iod: FUTURE WITH PROD PM PEAK HOUR Year : 2007 oject ID: LA FAYETTE SQUARE MUSP - #05134 E/W St: NE 78 STREET N/S St: NE 2 AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 1 0 LTR 7 5 20 12.0 0 0 1 0 LTR 6 27 12.0 0 1 1 1 L T R 22 788 53 12.0 12.0 12.0 5 1 1 0 L TR 9 431 20 12.0 12.0 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 Thru A Thru A Right A Right A Peds Peds WB Left A SE Left A Thru A Thru A Right A Right A Peds Peds 0 Right EB Right Right WE Right Green 39.0 56.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 105.0 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 610 1643 0.05 0.37 21.2 C 21.2 C Westbound LTR 598 1610 0.08 0.37 21.5 C 21.5 C Northbound L 379 710 0.06 0.53 11.9 B T 994 1863 0.83 0.53 26.8 C 25.6 C R 844 1583 0.06 0.53 11.8 B Southbound L 120 225 0.08 0.53 12.2 B TR 987 1850 0.48 0.53 15.8 B 15.7 B • Intersection Delay 22.1 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: NE 2 AVENUE / NE 79 STREET Agency: Area Type: All other areas 011ie: 5/9/2005 Jurisd: iod: FUTURE WITH PROJ PM PEAK HOUR Year : 2007 Project ID: LA FAYETTE SQUARE MUSP - #05134 E/W St: NE 79 STREET N/S St: NE 2 AVENUE No. Lanes LGConf ig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 3 0 LTR 104 1056 48 12.0 0 a 1 1 LT R 0 369 73 12.0 12.0 7 1 1 0 L TR 67 777 48 12.0 12.0 0 1 1 1 L T R 66 380 26 12.0 12.0 12.0 3 Duration 0.25 Area Type: All other areas _ Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A Thru A A Thru. A Right A A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds 0 Right EB Right Right WB Right Green 30.0 7.0 57.0 Yellow 4.0 3.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 105.0 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 Westbound 1542 5022 0.82 0.39 32.6 C 32.6 C LT 532 1863 0.73 0.29 38.9 D 37.3 D R 452 1583 0.15 0.29 28.2 C Northbound L 442 814 0.16 0.54 12.2 B TR 1002 1846 0.87 0.54 28.9 C 27.7 C Southbound L 98 180 0.70 0.54 38.2 D iiiiT 1011 1863 0.40 0.54 14.2 B 17.4 B 1111, 859 1583 0.03 0.54 11.2 B Intersection Delay 29.4 (sec/veh) Intersection LOS = C HCS2000: TUnsignalized Intersections Release 4.1d TWO --WAY STOP CONTROL SUMMARY alyst: DPA ncy/Co.: Illto Performed: 5/9/2005 Analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR Intersection: NE 1 AVENUE / NE 78 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: LA FAYETTE SQUARE MUSP - #05134 East/West Street: NE 78 STREET North/South Street: NE 1 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Movement 1 2 3 L T R Westbound 4 5 6 L T R Volume 4 38 4 11 54 6 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 40 4 11 56 6 Percent Heavy Vehicles 2 -- -- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 I 0 Configuration LTR LTR Cream Signal? No No Minor Street: Approach Movement Northbound 7 8 9 L T R Southbound 10 11 12 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Lanes Configuration 4 27 6 5 23 9 0.95 0.95 0.95 0.95 0.95 0.95 4 28 6 5 24 9 2 2 2 2 2 2 0 0 Exists?/Storage No / No / 0 1 0 0 1 0 LTR LTR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LTR LTR I LTR I LTR v (vph) 4 11 38 38 C(m) (vph) 1541 1564 787 803 v/c 0.00 0.01 0.05 0.05 95% queue length 0.01 0.02 0.15 0.15 Control Delay 7.3 7.3 9.8 9.7 A A A A 41/roach Delay 9.8 9.7 Approach LOS A A znor Street: Approach 0Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL, SUMMARY al.yst : DPA ncy/Co.: Illto Performed: 5/9/2005 Analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR Intersection: NE 1 AVENUE / NE 79 STREET Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: LA FAYETTE SQUARE MUSP #05134 East/West Street: NE 79 STREET North/South Street: NE 1 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments_ Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 27 1274 8 5 472 16 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 28 1341 8 5 496 16 Percent Heavy Vehicles 2 -- ---- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 0 2 0 0 1 0 Configuration LT TR LTR tream Signal? No No Volume 2 12 10 14 20 9 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 2 12 10 14 21 9 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 ( 10 11 12 Lane Config LT LTR I LTR ( LTR v (vph) 28 5 24 44 C (m) (vph) 1050 506 84 92 v/c 0.03 0.01 0.29 0.48 95% queue length 0.08 0.03 1.05 2.05 Control Delay 8.5 12.2 64.2 75.7 A B F F ill/roach Delay 64.2 75.7 Approach LOS F F • • • Project Driveway HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY alyst: DPA ncy/Co.: to Performed: 5/9/2005 Analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR Intersection: PROJECT DRIVEWAY/NE 79 STREET Jurisdiction: Units: U. 5. Customary Analysis Year: 2007 Project ID: LA FAYETTE SQUARE MUSP - #05134 East/West Street: NE 79 STREET North/South Street: PROJECT DRIVEWAY Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R ( L T R Volume 1227 29 16 460 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1291 30 16 484 Percent Heavy Vehicles -- -- 2 Median Type/Storage Undivided / RT Chan.nelized? Lanes 2 0 0 1 Configuration T TR LT tream Signal? No No Northbound Southbound 7 8 9 ( 10 11 12 L T R I L J. R Minor Street: Approach Movement Volume 6 24 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 6 25 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Approach Movement Lane Config Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 17 8 9 10 11 12 LT LR v (vph) 16 31 C(m) (vph) 519 205 v/c 0.03 0.15 95% queue length 0.10 0.52 Control Delay 12.2 25.7 B D oach Delay 25.7 Approach LOS D • • • Appendix E Volume Matrices La Fayette Square - Intersection Assignment INTERSECTION MOVEMENT EXISTING PM PEAK HR BACKGROUND GROWTH Growth rate: 2.0% No. of years: 2 FUTURE W/O PROJECT PROJECT TRIPS Total 75 NE 2 Avenue / NE 78 Street TOTAL NE 2 Avenue! NE 79 Street NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL 1345 ... ': 2859 22 786 53 9 430 20 7 5 20 15 6 27 1399 65 777 48 66 380 24 89 1049 47 0 358 73 22 786 53 9 430 .` 20 7 5 20 15 6 27 1399 65 777 48 66'. 380 24 89'. 1049 47 0 2 0 0 2 0 0 0 0 0 0 0 4 2 0 0 0 0 2 15 8 2 0 11 0 FUTURE WITH PROJECT 2975 2975' 40 3014; NE 1 Avenue i NE 78 Street TOTAL NE 1 Avenue 1 NE 79 Street TOTAL NE 79 Street 1 Project Driveway NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 186::: 9 26 1196 8 5 435 15 1750 4 27 6 5 23 9 4 38 4 11 54 6 194 2 12 10 14 20 9 27 1244 8 5 453 16 1821 0 0 0 0 0 0 0 1227 0 0 460 0 1821 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 20 0 49 6 0 24 0 0 0 0 0 29 16 0 0 4. 27 6 5 23: 4 38:. 4 11. 54 6 194 1869 TOTAL 1621 1686 1686: 75 1761 #05134 Intersection analysis.xls • • • Appendix F Traffic Control Plan • • LA FAYETTE SQUARE TRAFFIC CONTROL MEASURES PLAN The project's design and location will reduce the project vehicular traffic volumes as follows: • The project will also provide residential units with accessibility to mass transit. This feature will allow residents to use mass transit for their trip to work. The development will also do the following to further reduce peak hour vehicle trips: • Will encourage employers/landlords to participate in ridesharing programs through South Florida Commuter Services. Available information will be obtained and distributed to all employers/landlords in the development. • Miami -Dade County Transportation Agency current local and regional mass transit route and schedule information will be provided to potential transit users in a prominent public area of the development. The information provided and maintained on the premises will be updated, when necessary, at no less than six month intervals. Implementation of these items will result in a minimum of ten percent (10%) reduction of peak hour vehicle trips. The performance of the plan will be monitored by measuring actual afternoon peak hour volumes at the project driveways and comparing the counts against total project trips based on the Institute of Transportation Engineers (ITE) trip generation rates. trafficcontrol.doc