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HomeMy WebLinkAboutIII Tab 2 Traffic Impact Analysis• City Square Parcel 3 Major Use Special Permit Traffic Impact Study • Prepared by: David Plummer & Associates, Inc. 1750 Ponce de Leon Boulevard Coral Gables, Florida 33134 Revised January 2006 DPA Project 405178 • • • • Cite Square Parcel 3 iiUSPTraffic Impact Sig:dv TABLE OF CONTENTS Page List of Exhibits EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 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 4 2.1.3 Intersection Data 6 2.2 Corridor Capacity Analysis 6 2.3 Intersection Capacity Analysis 9 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 11 4.0 FUTURE TRAFFIC CONDITIONS 12 4.1 Background Traffic 12 4.2 Committed Developments 12 4.3 Project Traffic 15 4.3.1 Project Trip Generation 15 4.3.2 Project Trip Assignment 15 4,4 Future Corridor Capacity Analysis 19 4.5 Future Intersection Capacity Analysis 19 4.6 Site Access 23 5.0 CONCLUSIONS 24 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Approved Methodology & Site Plan Traffic Counts & Signal Timing FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Intersection Capacity Analysis Worksheets Committed Development Information Traffic Control Measures Plan Page i • • City Square Parcel 3 34USP Traffic Impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 Existing PM Peak Hour Traffic Volumes 5 3 Existing Lane Configurations _ 7 4 Existing Corridor and Transit Conditions 8 5 Person -trip Volume and Capacity — Existing Conditions Matrix 10 6 Existing Intersection Capacity Analysis Results 9 7 Future Lane Configuration 13 8 Future PM Peak Hour Traffic Volumes without Project 14 9 PM Peak Hour Project Trip Generation 16 10 Cardinal Distribution 17 11 PM Peak Hour Project Vehicular Trips Assignment 18 12 Person -trip Volume and Capacity — Future Conditions Matrix 20 13 Project PM Peak Hour Vehicular Volumes 21 I4 Future with project P.M Peak Hour Vehicular Volumes 22 15 Future Intersection Capacity Analysis 19 Page ii • City Square Parcel 3 ) [L P Traffic Impact Study. EXECUTIVE SUMMARY City Square Parcel 3 is a proposed residential development located on the east side of Herald Plaza between NE 14 Street and NE 15 Street (the Venetian Causeway) in Miami, Florida. The project consists of either 600 dwelling units of commercial condominium units, or 500 dwelling units of commercial condominium units and 50 hotel condominiums; and 3,391 square feet of specialty retail and will replace existing parking serving the Miami Herald building (to be demolished and replaced by another project, Parcel 1, within the City Square Project). For purposes of this study, the combination of land uses generating the largest number of pm peak hour trips was used. Access to the project is proposed via a drop-off area on NE 15 Street. This drop-off area leads to a ramp accessing the parking garage. Additional access and service access to the site is through a driveway on Herald Plaza south of NE 15 Street. Build out of the project is anticipated by the year 2009. The subject site is located within the boundaries of the Downtown Miami Area -wide D.RI. Existing and future traffic conditions for the project area corridors were established using the person -trip based corridor capacity method. This method, consistent with the City's Comprehensive Plan, promotes improved transportation efficiency through increased private vehicle occupancies and makes mass transit a full partner in the urban transportation system. Analysis results show that the project area corridors are projected to operate within the established corridor threshold. The intersection capacity analysis was performed at the intersections under study using vehicular volumes and the Highway Capacity Software (RCS), based on the procedures of the 2000 Highway Capacity Manual. Results of the future intersection analysis show that all intersections operate within the standards adopted by the city. Page 1 • City Square Parcel 3 WISP Traffic Impact Study 1.4 INTRODUCTION City Square Parcel 3 is a proposed residential development located on the east side of Herald Plaza between NE 14 Street and NE 15 Street (the Venetian Causeway) in Miami, Florida. The project consists of either 600 dwelling units of commercial condominium units, or 500 dwelling units of commercial condominium units and 50 hotel condominiums; and 3,391 square feet of specialty retail and will replace existing parking serving the Miami Herald building (to be demolished and replaced by another project, Parcel 1, within the City Square Project). For purposes of this study, the combination of land uses generating the largest number of pm peak hour trips was used. Access to the project is proposed via a drop-off area on NE 15 Street. This drop-off area leads to a ramp accessing the parking garage. Additional access and service access to the site is through a driveway on Herald Plaza south of NE 15 Street. Build out of the project is anticipated by the year 2009. The subject site is located within the boundaries of the Downtown Miami Area -wide DR1. 1.1 Study Area Consistent with the Downtown Miami DRI, the traffic study was perfoiii►ed for PM peak hour conditions. For traffic analysis purposes, the study area has been defined as NE 29 Street to the north, 1-395 to the south, 1-95 to the west, and Biscayne Bay to the east. Corridor capacity analysis was performed for Biscayne Boulevard, and NE 15 Street (Venetian Causeway), Intersection capacity analysis was performed for the following intersections: NE 14 Street / Biscayne Boulevard NE 14 Street / Bayshore Drive NE 15 Street / Herald Plaza NE 13 Street / Biscayne Boulevard NE 13 Street / Bayshore Drive 1.2 Study Objective The objective of this traffic study is to assess possible PM peak hour impacts on the project area corridors using the person -trip corridor capacity method. This method is designed to meet the challenges posed by Florida's growth management laws: to promote compact urban development, discourage suburban sprawl and improve urban mobility. The method is consistent with the City's Comprehensive Plan and promotes improved transportation efficiency through increased private vehicle occupancies, thus making mass transit a full partner in the urban transportation system. Page 2 I Jl. . 1. ,.,lL�._....- L L_ LTi JL_ �- i 11 _ - L- TI CT I _.�_ J_ L_....- Lit f 1 l I L I i1 !° � J n ,a E r _ -, l ff_Li 1, !k N E r r. ,PARK r DORSEYI� F7T t 17 LE r—�. ""._Li. 11-1 t - -----1" E T!I � �1 ! - E�i7 _ S T 1 — 1 L : —� j z L__�;._;_-i_izt - z —. �— _--' I N E �__ I 1 1 I L- -.. } , € .._ _� �_. - r.�_ -� Imo. I Q l_ ,1 l r I - I _iL._J ,1i i. L - N E , 7 ST µ. 1 I U 11.L-.1_ 1i i[ i--;I -._[ L_ i---� I�_..� u� N f- I � S l;I 1 t_L._a.tr r Vk 1'1--�%—i 1 i.1 �y T 1-EI rfl !1i 1 1..1 1,1 —� [_.._....� r..�.. I [- _ k __ L.___L_._. 1 ' 1II I E �L r_1.111, -__ - 1 I N 6 _ I Ll _�.._.J 1��" ...._, i-.�- ��..�._ I I-- I 1 1 L )' L..1 -! .1—" Pm PR.^,JF.CT: CITY SQUARE PARCEL 3 MUSP TRAFFIC IMPACT STUDY L. II L—J TITLE; B�t;ENTENNLP-`=. PACK LOCATION MAP G _ N N.T.S D O U G L P E R A L PROJECT SITE 1 EXHIBIT No. 1 Page 3 City Sqx#care Parcel 3 MUSP Traffic ImJrcacf Study 2.0 EXISTING TRAFFIC CONDITIONS 2.1 Data Collection Data collection for this study included roadway characteristics, intersection data, intersection volumes, and signal timing. The data collection effort is described in detail in the following sections. 2.1.1 Roadway Characteristics Biscayne Boulevard Biscayne Boulevard (US-1) is a major arterial that provides north/south access throughout the City of Miami from downtown (the CBD) north to the Broward County line. Between NE 14 Street and NE 20 Street, Biscayne Boulevard is a two-way, 4-lane divided roadway. Exclusive left turn lanes are provided at major intersections. The posted speed limit is 30 mph. NE 15 Street NE 15 Street between Bayshore Drive and Biscayne Boulevard is a two-way, 2-lane divided roadway. Between Biscayne Boulevard and North Miami Avenue, NE 15 Street is a two-way. 2- lane undivided roadway. There is on -street parking on the south side of the roadway along the Metromover line. There are no posted speed limit signs within the study area. 2.1.2 Traffic Counts Available counts in the study area were used from previous studies. These were brought up to 2005 conditions by applying the background growth rate discussed in subsequent sections of this report. In addition, 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 A. Exhibit 2 shows the adjusted existing PM peak season, peak hour traffic volumes at the study intersections. Page NE 15 ST 311 7-9 NV.T.S. Q M NE 14 TERR _ 4Q 89 119 NE 14 ST 48 ......... 18 313 23 a 33 77 32 --� BISCAYNE BLVD r0 N -11r 1 m --- 221 350 NE 13 ST 126 ----- 55 ..._ _t 62 -. N BAYSHORE DR N #---- 248 481 7 HERALD PLAZA r N N m T- n., rn NE 12 ST * NOTE. WEST LEG OF INTERSECTION CURRENTLY CLOSED DUE TO CONSTRUCTION OF THE PERFORMING ARTS CENTER dP CITY SQUARE PARCEL 3 MUSP TRAFFIC IMPACT STUDY EXISTING (2005) PM PEAK TRAFFIC VOLUMES EXHIBIT No. Page 5 City Square PQrcr 1 3 MUSP Traffic impact Study • 2.1 d3 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 A. 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. 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. Person -Trip Volumes Link volumes collected were adjusted to peak season traffic conditions using seasonal adjustment factors provided by FDOT. Peak hour maximum service volumes were obtained from FDOT's 2002 Quality/Level of Service Handbook. Transit (bus and fixed rail) ridership and capacity were obtained from Increment II of the Downtown .Miami Area -wide DRI. An analysis of existing vehicle roadway and transit conditions is shown in Exhibit 4, supporting information included in Appendix B. Person -Trip Capacity Vehicle occupancy for the person -trip capacity calculations is based upon a comprehensive study performed for the City of Miami. The vehicle occupancy factor of 1.6 persons per vehicle is approved for use as the practical capacity of a private passenger vehicle to determine the person - trip capacity of the vehicular traffic system. Page 6 BISCAYNE BLVD NE 13 ST NE 12 ST N BAYSHORE DR HERALD PLAZA N.T.S. ' NOTE: WEST LEG OF INTERSECTION CURRENTLY CLOSED DUE TO CONSTRUCTION OF THE PERFORMING ARTS CENTER PROJECT: CITY SQUARE PARCEL 3 TITLE: EXISTING LANE MUSP TRAFFIC IMPACT STUDY CONFIGURATIONS EXHIBIT No. 3 J Page 7 • • • U Exhibit 4 Existing Corridor and Transit Conditions CORRIDOR From To Roadway Conditions (vehic es) Transit Conditions (persons) Dr Existing Lanes Count Source/ Period Raw PM Peak Hour Volume Peak Season Factor PM Peak Hour Volume DP Max Service Volume fi Toiah Bus Bus Ridership Capacity [2] i2] Total Metroraii Ridership [2) Metrorail Capacity (2] Total Metromover Ridership [27 Metromover Capacity [2] Total Transit Ridership [21 Transit Capacity a y [2] BISCAYNE BOULEVARD NE 29 STREET NE 20 STREET NB 2LD DPA - PM 1509 1.02 1539 1660 523 1472 0 0 0 0 523 1472 SB 2LD DPA - PM 1091 1,02 1113 1660 416 2252 0 0 0 ❑ 416 2252 NE 20 STREET NE 19 STREET NB 2L0 DPA - PM 1335 1.02 1362 1660 523 1472 0 0 0 ❑ 523 1472 SB 21.0 DPA • PM 1204 1.02 1226 1660 416 2252 0 0 0 0 416 2252 NE 19 STREET NE 15 STREET NB 2LD DPA - PM 1335 1.02 1362 1600 442 1469 0 0 44 960 456 2429 SB 2L0 DPA - PM 1204 1.02 1228 1660 383 2249 0 0 53 960 436 3209 NE 15 STREET NE 14 STREET NB 2L0 DPA - PM 1335 1,00 1335 1660 678 1028 0 0 44 960 722 1988 SS 21.6/ DPA - PM 1204 1.00 1204 1660 485 1808 0 0 53 960 538 2768 NE 14 STREET NE 13 STREET NB 3LD DPA - PM 1556 1.00 1556 2490 752 1706 0 0 44 960 796 2666 SB 3LD DPA- PM 1134 1,00 1134 2490 506 2486 0 0 53 960 559 3446 NE 13 STREET 1.395 NB 31.0 DPA - PM 1556 1.00 1556 2490 748 1706 0 0 44 960 792 2666 SS 3119 DPA -PM 1134 1.00 1134 2490 498 2486 0 0 53 960 551 3446 NE 15 STREET BAYSHORE DRIVE BISCAYNE BLVD EB ILO DPA - PM 490 1.01 495 851 74 546 0 0 0 0 74 546 WB ht.0 DPA - PM 380 1.01 i 364 851 37 270 0 0 0 0 37 270 BISCAYNE BLVD N MIAMI AVENUE EB ID DPA - PM 156 1.01 458 851 0 0 0 0 0 0 0 0 WB ILD DPA - PM 194 1,01 196 851 0 0 0 0 0 0 0 0 Notes: [11 Peak Hour Directional Maximum Service Volumes are obtained from FOOT's Duo€ity/Leveh al Service Handbook [21 Transit and roadway information obtained from the Downtown Miami 0R€ increment II €3] Per MDTA transit information, bus routes (excluding route 95) along Biscayne Boulevard between NE 145treet to 1.395 also run along this segment of N. Bayshore Drive C'iy Square Porce13 MUSP Traffic Impact SIlldv • Bus and fixed rail capacity for each corridor was determined based on the number of transit vehicles per hour and the person -trip capacity of each transit vehicle. This information was obtained directly from Increment II of the Downtown Miami Area -wide DRI. 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 Qualit /Level of Service Handbook (see Appendix B). 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 C. All five intersections operate within the standard adopted by the city. Exhibit 6 Existing Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection Sit Existing LOS NE 14 Street / Biscayne Boulevard NE 13 Street / Biscayne Boulevard NE 14 Street / Bayshore Drive NE 13 Street / Bayshore Drive S 5 5 B C B S B NE 15 Street / Herald Plaza U Source: DPA U= unsignalized S= signalized Page 9 • 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 aPPV=1.4 (c) * 1.4 (e) Excess Pers-Trip Capacity (b) - (d) (1) Total Pets -Trip Capacity (g) Total Pers-Trip Volume (h) Pers-Trip Excess Capacity (f)-(9.) (i) Segment Pers-Trip Capacity (b)+(1) (1) Segment Pers-Trip Volume (d)+(g) (k) Pers-Trip Excess Capacity (i)-(l) (I) Segment Person Trip v/c (1)/(1) LOS 11 {21 fv} Ea (5] 161 [71 BISCAYNE BOULEVARD NE 29 STREET NE 20 STREET NB 1660 2656 1539 2155 501 1472 523 949 4128 2678 1450 0.65 D SE 1660 2656 1113 1558 1098 2252 416 1836 4908 1974 2934 0.40 0 NE 20 STREET NE 19 STREET NB 1660 2656 1362 1906 750 1472 523 949 4128 2429 1699 0.59 D SE 1660 2656 1228 1719 937 2252 416 1836 4908 2135 2773 0,44 D NE 19 STREET NE 15 STREET NB 1660 2656 1362 1906 750 2429 486 1943 5085 2392 2693 0.47 D SB 1660 2656 1228 1719 937 3209 436 2773 5865 2155 3710 0.37 C NE 15 STREET NE 14 STREET NE 1660 2656 1335 1869 787 1988 722 1266 4644 2591 2053 0.56 D SB 1660 2656 1204 1686 970 2768 538 2230 5424 2224 3200 0.41 D NE 14 STREET NE 13 STREET NB 2490 3984 1556 2178 1806 2666 796 1870 6650 2974 3676 0.45 D SB 2490 3984 1134 1588 2396 3446 559 2887 7430 2147 5283 0.29 C NE 13 STREET 1-395 NB 2490 3984 1556 2178 1806 2666 792 1874 6650 2970 3680 0.45 D SE 2490 3984 1134 1588 2396 3446 551 2895 7430 2139 5291 0.29 C NE 15 STREET SAYSHORE DRIVE BISCAYNE BLVD EB 851 1362 495 693 669 546 74 472 1908 767 1141 0.40 C WB 851 1362 384 537 824 270 37 233 1632 574 1057 0.35 C BISCAYNE BLVD N MIAMI AVENUE EB 851 1362 158 221 1141 0 0 0 1362 221 1141 0.16 C WE 851 1362 196 274 1087 0 0 0 1362 274 1087 0.20 C Notes: [1] The Roadway Vehicular Capacity is obtained from Exhibit 4. [2] Person -Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity. [3]) The Roadway Vehicular Volume is obtained from Exhibit 4, [4] Person -Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity. [5] The Total Transit Person -Trip Capacity is obtained by adding bus, metroraii and metromover capacities (see Exhibit 4). [6] The Total Transit Person -Trip Volume is obtained by adding bus and metromover volumes (see Exhibit 4). [7] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C). 0 City Square Parcel MUSP Traffic Impact Study • • 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2006 Miami -Dade County Transportation Improvement Pro,erarn (TIP) and the 2030 Metro - Dade Transportation Plan Long Range Element were reviewed to identify any programmed or planned projects within the limits. of the study area established. These documents show no officially programmed or planned capacity improvement projects within the study area prior to completion of the proposed project. Page 11 �`ay Square Parse! 3 WS,' Jra j Impart Suety II 4.1 Background Traffic • • 4.0 FUTURE TRAFFIC CONDITIONS Consistent with other traffic studies performed in the area, a conservative two (2) percent growth factor was applied to existing traffic volumes. T.his 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 Frorn 1996 to Present (Updated through September 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. Additional parcels within the City Square property (Parcels 1, 4 and 5) were also included as committed developments. These projects will occupy existing office building and surface parking lots of the Miami Herald, and are also seeking approval from the city of Miami. In addition, the development plan for City Square will demolish the existing Miami Herald office building located in parcel 1. A reduction in the area's background traffic was reflected in the forecast consistent with the removal of the Miami Herald office building. The projects in the vicinity of City Square Parcel 3 are shown in Exhibit 7. The project size and -trip generations are included in Appendix D. Traffic generated by these developments was distributed using the Cardinal Distribution from the appropriate TAZ. For estimating trip distribution from committed projects, consideration was given to conditions such as the roadway network, roadway available to travel in the desired direction and attractiveness of traveling on a specific roadway. This information and a matrix showing segment volumes from the committed developments are also included in Appendix D. Future traffic volumes were projected for the build -out year 2009. Exhibit 8 shows the projected turning movement volumes without the project. Pa e 12 L 1 ..._ ..... 1ciA L_IL I� T 1 >! _ L k 'l� r711 -ICI I _`"1 a F I L �_L..L iLLI fr 7 7-117 f nl1 1 Tin L. dill- � U . - LIJ Li - !� _� I I - - Li h _L- _ ' ; Fp ,, 'F/ / , _ L_I - I j �"1� J r ,�L_ f .-.p fl .i� t' I. ---I I 1 iJ T"- I! I -_ ,_ v s rim PARK j 1 L' N.T.S. LEGEND 1 - PERFORMING ARTS CENTER 2-ONYX 3-ONYX 2 4 - MIRAMAR CENTER II & III 5-QUANTUM 6 - ROSABELLA LOFTS 7 - STAR LOFTS �8 - THE 1800 CLUB 9 - ELLIPSE n1 10- GALLERY ART CONDOMINIUM 11- SOHO 1 T 7 12 - BAYVIEW MARKET 13 - BISCAYNE PARK -"�- 951" i 14 - DISTRICT LOFTS 15 - PARAMOUNT BAY PR0JECi: CITY SQUARE PARCEL 3 MUSP TRAFFIC IMPACT STUDY COMMITTED DEVELOPMENT MAP Exla bll No. Page 13 N h 1 201 -� 197 -- 34 BISCAYNE BLVD NE 15 ST NE 14 TERR 106 96 T 63 N N 160 239 T 552 NE 14 ST NE 13 ST NE 12 ST M0) N ge- t�i xfl 194 60—.- 183 N BAYSHORE DR 0-0) N t1 •— 52 20 T Li) u] N 0 N 268 8 59 --- HERALD PLAZA 358 21 f.� N. T. s. d a CITY SQUARE PARCEL 3 MUSP TRAFFIC IMPACT STUDY FUTURE WITHOUT PROJECT PM PEAK TRAFFIC VOLUMES EXHBIT No. Page 14 C'aly Square Pared 3 AJUSP Traffic Impact Study. • 4.3 Project Traffic 4,3.1 Project Trip Generation Project trip generation is based on the calculation of person -trips consistent with the City of Miami Comprehensive Plan. Person -trips generated by the project were established using the following procedures consistent with Increment II of the Downtown DRI and the approved methodology: • The gross vehicular trip generation for each land use was determined using the Institute of Transportation Engineers (ITE) Trip Generation 7th Edition rates or formulas. • Gross vehicular trips were reduced by I 6% based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). • Gross vehicular trips were reduced by 14.9% to reflect transit usage based on projected modal splits from Increment II of the Downtown DRI. • Gross vehicular trips were also reduced by 10% for pedestrian/bicycle based on estimates from Increment II of the Downtown DRI. • The net external vehicle trips were converted to person -trips using 1.4 persons per vehicle pursuant to City standards. • The vehicular trips assigned to transit were converted hack to person -trips using 1.4 persons per vehicle pursuant to City standards. • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. A trip generation summary for the project is provided in Exhibit 9. 4.3.2 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 509, shown in Exhibit 10. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. Page 15 Exhibit 9 City Square - Parcel 3 - TAZ 509 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim 600 Dus 232 62°/0 136 38% 83 219 Retail 3,391 SF 814 44% 4 56% 5 9 Internalization(10% of RetaiI) 0 -1 -1 GROSS VEHICLE TRIPS 62% 140 38% 87 227 Vehicle Occupancy Adjustment @ 16% of Gross External Trips (1) 62% 22 38% 14 36 Transit Trip Reduction @ 14.90% of Gross External Trips (2) 62% 21 38% 13 34 Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 62% 14 38% 9 23 NET EXTERNAL VEHICLE TRIPS 62% 83 38% 51 134 7 1 I Net External Person Trips In Vehicles @ 1,40 Persons/ Vehicle 62% 116 38% 72 188 Net Externat Person Trips using Transit @ 1.40 Persons/ Vehicle 62% 29 38% 18 47 Net External Person Trips (vehicles and transit modes) 62% 145 38% 90 235 1 I Net External Person trips walking / using bicycle 1,40 Persons/ Vehicle 1 62% 20 f 38% 12 32 Notes (1) A 16% reduction to adjust for the difference between 1TE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami 1DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment ll {4) This project is an additional Parcel{s) seeking concurrent approval. • Square Parcel 3 rtIU.SP 7:ocr lic Impract 5'iu i. Exhibit 10 Cardinal Distribution of Trips TAZ 509 Cardinal Direction Distribution TAZ 509 NNE ENE ESE SSE SSW WSW WNW NNW Total 9.84% 4.10% 2.86% 1.59% 16.89% 24.01 21.09% 19.62% I00% For estimating the trip distribution for the project location, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Exhibit 11 shows the project vehicular trip assignment to the impacted roadway segments and intersections. Page 17 NE 15 ST 2% N.T.S. 220% NE 14 TERR t23 ' NE 14 ST - (23%) i (20%) 20% 35% 1 -- (55%) (43%) BISCAYNE BLVD 43% (2O%' NE 13 ST N BAYSHORE DR NE 12 ST 20 % DRIVEWAY LEGEND XX% - ENTER (XX%) - EXIT CITY SQUARE PARCEL 3 SP TRAFFIC IMPACT STUDY PROJECT TRIP ASSIGNMENT EXHIBIT No. Page 18 city Sure farce; R1USf' f(ic lmpaet Stud • 4.4 Future Corridor Capacity Analysis The existing person -trip volumes were combined with the committed development and background growth person -trips to obtain the total year 2009 person -trip volume without project. The net external project person -trips were then added to get the future person -trip volumes with project. These volumes were compared to the future person -trips capacities to determined future level of service. The future person -trip volume and capacity matrix is shown in Exhibit 12. All corridors analyzed are projected to operate within the established LOS E threshold. 4.5 Future Intersection Capacity Analysis Background growth and committed development trips were combined with the adjusted existing traffic to get the total year 2009 vehicular traffic without project on the study intersections. The project trips were then added to obtain the future with traffic volumes. Exhibit 13 shows the project PM peak hour vehicular volumes and Exhibit 14 shows the total (with project) PM peak hour vehicular traffic volumes at the intersections under study. Results of the future intersection analysis show that all intersections operate within the LOS E standard adopted by the city. Exhibit 15 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix C. Exhibit 15 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U LOS Future Without Project LOS Futurewith Project NE 14 Street / Biscayne Boulevard S D* D* D* C C NE 13 Street / Biscayne Boulevard S D* NE 14 Street / Bayshore Drive S B C NE 13 Street / Bayshore Drive S NE 15 Street / Herald Plaza S C C Source: DPA 1 unsignsiliz d S= signalized x with Signal Timing Improve ems. Page 19 • • Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Without Project With Project (a) (b) (c) (d) (e) {I) (0) (h) (i) (I) (k) Existing Future Committed Future Projected Future Future w/out Proj Project Total Future Future with Proj Corridor Dir Pers-Trip 8kg, Development Pers-Trip Transit Pers-Tnp Pers-Trip Pers•Trip Pers-Trip Pers-Trip Pers-Trip Volumes Pers-Trip Pers-Trip Volumes Capacity Capacity vic LOS Volume Volumes Capacity vie LOS 2.0% 111=179 From To 5 (b)+(c) (d)/(f) Out=127 (d)+(h) (i)!(i) BISCAYNE BOULEVARD [11 171 [31 141 [5i [el 14] [51 NE 29 STREET NE 20 STREET NB 2678 2957 1017 3973 78 4206 0.94 D 27 4000 4206 0.95 D SB 1974 2179 1120 3299 1530 6438 0.51 0 44 3343 6438 0 52 D NE 20 STREET NE 19 STREET NB 2429 2682 1017 3699 78 4206 0.88 D 27 3726 4206 0.89 D SB 2135 2358 1120 3477 1530 6438 0.54 D 44 3521 6438 0.55 D NE 19 STREET NE 15 STREET NB 2392 2641 1180 3821 81 5166 0.74 D 18 3839 5166 0,74 0 SB 2155 2380 1280 3860 1533 7398 0.49 D 29 3689 7398 0.50 0 NE 15 STREET NE 14 STREET NB 2591 2861 862 3722 154 4798 0.78 ID 15 3737 4798 0,78 ID SB 2224 2455 1052 3507 1606 7030 0.50 D 9 3516 7030 0.50 D NE 14 STREET NE 13 STREET NB 2974 3284 777 4061 42 6692 0.61 D 41 4101 6692 0.61 D SB 2147 2370 1011 3381 1494 8924 0.38 C 30 3411 8924 0.38 G NE 13 STREET 1-395 NB 2970 3280 754 4033 42 6692 0.60 D 41 4074 6692 0.61 D SB 2139 2361 1334 3695 1494 8924 0.41 D 48 3743 8924 0.42 ID NE 15 STREET BAYSHORE DRIVE BISCAYNE BLVD EB 767 847 417 1264 53 1961 0.64 D 80 1343 1961 0,69 0 WB 574 634 349 983 81 1713 0.57 C 50 1032 1713 0.60 G BISCAYNE BLVD N MIAMI AVENUE EB 221 244 319 562 0 1362 0.41 C 22 584 1362 0.43 C WB 274 303 293 596 0 1362 0.44 C 14 610 1362 0.45 C Notes: (1 ] The Existing Person Trip Volume is obtained from Exhibit 5, column i}) [2] Year 2007 Background Person Trip Volume is derived by applying a 2% growth factor to the existing person -trip volume [3] Projected Transit Capacity was obtained from the Downtown Miami DRI Increment II (Table 21.D10 column (4] - Table 21.A7 column (151) [4] The Total Future Peak Hour Person Trip Capacity is obtained by adding all modes of transportation (Exhibit 5, column (1)) and the projected transit capacity (Exhibit 12, column e) [5] The Person Trip LOS is provided consistent with the F DOT's Quality/Level of Service Handbook (see Appendix C) [6] Project Person Trip Volumes are derived from Trip Generation Analysis (Net External Person Trips(Vehicles + Transit)) 4 BISCAYNE BLVD m NE 15 ST NE 14 TERR {12) NE 14 ST NE 13 ST NE 12 ST 36 N BAYSHORE DR 0 (12) CITY SQUARE PARCEL 3 MUSP TRAFFIC IMPACT STUDY 17 w 1 22 N 1.S. DRIVEWAY PROJECT TRAFFIC IN = 76 OUT = (47) PM PEAK HOUR PROJECT TRIPS EXHIBIT No. Page 21 • NE 15 ST 23 378 NE 14 TERR 205 --- --*1 2 3 34 i BISCAYNE BLVD 10 N 0CV - 150 62 - 64 NE 14 ST „„1 if 30 NE 13 ST 194 + 95 183 Cr, ui N BAYSHORE DR NE 12 ST 268 _,............ 521 8 376 08 ------ HERALD PLAZA i w M 68 32 0 io 4 13 17 DRIVEWAY CITY SQUARE PARCEL 3 MUSP TRAFFIC IMPACT STUDY EXHIBIT No. FUTURE WITH PROJECT PM PEAK TRAFFIC VOLUMES 14/ Page 22 • • C'i4, Square J' rcei 3 MY. SP Traffic Impact Swdy 4.6 Site Access Access to the project is proposed via two driveways. One on NE 15 Street east of Herald Plaza, and the other driveway is on Herald Plaza south of NE 15 Street leading to a ramp accessing the parking garage. Additional access and service access to the site is through a driveway o.n Herald Plaza south of NE 15 Street. No conflicts will occur with existing driveways. The project trips were assigned to the driveways. Page 23 airy Square Parcel a AfUSP 7ruflic impact Study • • 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of City Square Parcel 3 was performed. Analysis of future (2009) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak hour is available to accommodate the proposed project trips within the study area at the intersections and on the transportation corridors segments analyzed. A traffic control measures plan has been developed for this project. The plan is included in Appendix F. A USP report.doc Page 24 • • • Appendix A Approved Methodology & Site Plan DAVID PLUMMER & ASSOCIATES, INC. • TRANSPORTATION • CIVIL • STRUCTURAL • ENVtRONMENTAL To: Affiliation: From: RE: cc: Facsimile Transmission Mr. Quazi Masood, PE URS Corporation Elisa Solorzano/.Yuan Espinosa CITI Square Parcel 3 MUSP #05178 Miranda Blogg. file Fax #: Phone #: Date: Pages: (954) 739-1789 (954) 739-1881 October 5, 2005 3 page(s), including cover The Related Group is pursuing City of Miami approvals for a residential project located on Herald Place between NE 14`h and 15th Streets (the Miami Herald Site) in Miami. Florida. The plan includes 551 residential dwelling units. Vehicular access to the project will be provided on Herald Place. The subject site is located within the lirnits of the Downtown Miami Area -wide DRI. The study area has been defined as NE 29 Street to the north. I- 395 to the south, Biscayne Bay to the east and 1-95 to the west. This will serve as our methodology for the subject MUSP traffic impact study. 0 Turning movement traffic counts will he collected during the PM (4:00-6:00) peak period at five major intersections in the immediate project vicinity. 1. NE 14th Street / Biscayne Boulevard (signalized) 2. NE .13`h Street / Biscayne Boulevard 3. NE le Street / Bayshore Drive 4. NE 131h Street / Bayshore Drive 5. NE 15`h Street / Herald Plaza In addition to these intersections, we will analyze the project driveway(s). Segment traffic volumes will be collected as 24 hour machine counts at the following locations: 1. Biscayne Boulevard between NE 29 Street to NE 20 Street 2. Biscayne Boulevard between NE 20 Street to NE 19 Street 3. Biscayne .Boulevard between NE 19 Street to NE .1.5 Street 4. Biscayne Boulevard between NE 15 Street to NE 14 Street 5. Biscayne Boulevard between NE 14 Street to NE 13 Street 6. Biscayne Boulevard between NE 13 Street to 1-395 7. NE 15`1) Street between Biscayne Boulevard to Miami Avenue 8. NE 15`h Street between Bayshore Drive to Biscayne Boulevard • 1750 PONCE DE LEON BOULEVARD CORAL GABLES. FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dpiummer.com dP • • 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 will be established using the person -trip method. The methodology for this method is outlined in the Miami Comprehensive Neighborhood Plan. • Corridor capacity will be estimated using generalized vehicular capacities (converted to person -trips) from the FDOT LOS Manual, or other acceptable equivalent. • Project Traffic -- project trip generation will be based on the calculation of person -trips consistent with the city of Miami Comprehensive Plan. Person -trips generated by the project will be established using the following procedure: Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. 2. Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). 3. Reduce gross vehicular trips by a transit reduction based on projected modal splits. 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction. 5. Establish the net external vehicle trips. b. 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. A list was developed based on the August 2005 list of relevant projects provided by the city (See Attachment). Only projects that are approved and are either under construction or about to break ground will be included. Committed development trips will also be converted to person -trips based on the methodology described above. • Highway Capacity Software (HCS) based on the 2000 Highway Capacity Manual (HCM) will be used for existing and future intersection capacity analysis. Project and committed development net external vehicle trips (adjusted for transit, pedestrian and occupancy as described above) will be used for the intersection capacity analysis. Intersection capacity analyses will he 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 flange Transportation Pion Update, published by the Metropolitan Planning Organization. Normal traffic patterns will also be considered when assigning project trips. • Per Section 14.182d of the City of Miami Code, a Transportation Control Measures Plan will be included in the report. If you have any questions you can contact me at (305) 447-0900. Parcel 3 traffic meth fax.doc • 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dpiummer.com dP 17, f • • 0 0 z brAll PROGRESS es-r nool..EPAIDPARli 13ISCAYNTE GAY • KNIGHT RIMER SITE: PARCEL THREE .0..EVAfit o 17 8 c) io • • o Appendix B Traffic Counts & Signal Timings • Raw Traffic Counts • • NE 14TE STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: THOMAS 6 ROSIE BURGOS TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES 6 PBDS Site Code : 00040049 Start Date: 0349/04 File I.D. : I4STBISC Page : 1 BISCAYNE BOULEVARD From Borth Peds Right Thru Left Date 03/09/04 RE 14TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 14TE STREET From Best Vehicle Peds Right Thru Left Total 16:00 2 6 222 6 16:15 3 3 236 5 16:30 4 8 203 1 16:45 5 10 254 10 9r Total 14 27 915 22 17:00 9 6 258 7 17:15 9 5 309 8 17:30 7 9 253 12 17:45 6 9 273 10 Er Total 31 29 1093 37 0 12 16 23 0 10 23 30 0 9 22 24 2 7 21 37 2 38 82 114 0 11 29 35 1 12 32 32 2 8 15 25 0 1Q 17 30 3 41 93 122 0 29 401 26 0 25 414 20 1 34 369 20 0 2j 380 15 1 112 1564 81 2 36 366 13 0 34 428 22 3 41 446 22 3 43 410 10 8 154 1650 67 8 6 11 4 7 5 20 8 9 6 27 9 8 10 17 9 32 27 75 30 11 12 23 11 7 7 20 10 8 7 18 9 5 10 16 4 31 36 77 34 762 799 732 794 3087 807 919 865 842 3433 *TOTAL} 45 56 2008 59 1 5 79 175 236 1 9 266 3214 148 1 63 63 152 64 I 6520 • NE 14TE STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: TBOMAS & ROSIR BURGOS • TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09,/04 File I.D. : 14STBISC Page : 2 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09/04 NE 14TH STREET From East Peels Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 14TE STREET From Rest Peds Right Thru Left vehicle Total • 451.56 45 56 NE 14TH STREET 148 175 379 56 •64 64 152 BISCAYNE BOULEVARD • 2,008 2,008 2,123 152 279 63 63 63 • 63 59 59 5,480 64 3,214 79 3,357 5 5 ALL VEHICLES & PEDS 58 96 Intersection Total 6,520 236 2,008 63 2,307 5,935 148 148 79 79 490 175 3,628 • 3,214 BISCAYNE BOULEVARD 3,214 175 236 236 59 477 152 266 NE 14TH STREET 266 266 9 9 NE 14TH STREET e BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: THOMAS 6 ROSIE BURGOS TRAFFIC SURVEY SPECIALISTS, INC. 624 GAR➢ENIA TERRACE DELRAY BRACH, FLORIDA 33444 (561) 272-3255 FAX t561) 272-4381 ALL VEHICLES 4 PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : I4STBISC Page : 3 BISCAYNB BOULEVARD From North Peds Right Thru Left Date 03/09/01 NE 14TE STREET From East Peds Right Thru Left BISCAYNB BOULEVAR➢ From South Peds Right Thru Left NE 14TH STREET From Nest Peds Right Thru Left Peak Hour Analysis By Entire Intersection for Peak start 17:00 17:00 Volume 29 1093 37 Percent 3% 941 3% - Pk total 1159 256 Highest 17:15 17:15 Volume 5 309 8 12 Hi total 322 76 PHF .90 .84 31 4111 NE 14TH STREET 31 67 93 189 29 34 34 77 29 the Period: 16:00 to 18:00 on 03/09/04 17:00 41 93 122 161 36% 48t 32 32 154 1650 67 8t 881 41 1871 17:30 41 446 22 509 .92 BISCAYNE BOULEVARD 29 • 1,093 1, 093 1,159 37 34 1,650 41 37 77 147 36 36 31 • 31 2,884 1,725 ALL VEHICLES & PEDS 36 52 Intersection Total 3,433 122 1,093 36 1,251 3,122 67 67 17:00 - 36 77 34 - 24% 521 231 147 17:00 12 23 11 46 .80 41 Vehicle Total 41 256 93 1, 871 • 1,650 BISCAYNB BOULEVARD 93 122 122 268 NE 14TH STREET 37 77 154 1,650 154 154 8 8 NE 13TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY; MIKE MALONE : WEST SIDE CLOSED, CONSTRUCTION TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX i5611 272-4381 ALL VEHICLES 6 PEDS Site Code : 00040049 Start Date: 03/09101 File i.D. : 13STBISC Page : 1 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09404 16:00 16:15 16:30 1i:45 Hr Total 17:00 17:15 17:30 17:45 Hr Total 2 3 1 3 9 6 7 8 7 28 NE 13TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Lef t CLOSED From West Vehicle Peds Right Thru Left Total 0 249 0 0 276 0 0 226 0 0 306 0 0 1057 a 1 300 0 344 0 289 0 314 1 1247 0 0 0 0 0 1 0 2 0 3 1 0 1 0 2 25 41 38 29 133 18 28 30 18 94 0 0 0 0 a 0 0 a 0 0 105 86 100 110 401 134 161 139 126 560 0 a a 0 1 0 1 0 425 0 419 0 405 0 392 0 1641 a 0 a 0 a 421 451 476 447 1795 0 0 a 0 a 0 a 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 a 0 0 0 0 0 0 0 0 a 0 804 822 769 837 3232 874 984 934 905 3697 *TOTAL* 37 1 2304 0 5 227 0 961 2 0 3436 0 • • 0 0 0 0 ; 6929 NE 13TE STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: MIKE MALONE : WEST SIDE CLOSED, CONSTRUCTION TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272.43B1 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : 13STB1SC Page : 2 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09(04 NE 13TR STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left CLOSED From hest Peds Right Thru Left Vehicle Total BISCAYNE BOULEVARD • 37 37 1 1 CLOSED 0 0 1 1 • 0 0 0 0 0 • 0 • 2,304 2,304 2,305 0 0 5,968 0 3,436 227 3,663 9 ALL VEHICLES & PEDS 1,18 Intersection Total 6,929 961 2,304 0 3,265 6,701 0 0 1,18 3,436 B I S CAYNE BOULEVARD ARD 3,436 3,436 5 5 227 227 0 0 961 961 0 NE 13TH STREET 0 0 0 0 0 2 2 NE 13TH STREET & BISCAYNE BOULEVARD FIAMI, FLORIDA COUNTED BY: MIKE MALONE ::9EST SIDE CLOSED, CONSTRUCTION TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAI (561) 272-4381 ALL VEHICLES & PBS Site Cade : 00040049 Start Date: 03/09/04 File I.D. : 13STBISC Page : 3 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09/04 Peak Hour Analysis By Entire Peak start 17:00 Volume - 1 1247 Percent 01 1001 Pk total 1248 Highest 17:15 Volume 0 344 Hi total 344 PEE .91 • NE 13TH STREET From East Pede Right Thru Left BISCAYNE BOULEVARD From South Pede Right Thru Left CLOSE➢ From West Peds Right Thru Left Vehicle Total intersection for 17:00 0 - 94 01 141 654 17:15 0 - 169 .87 28 28 CLOSED 0 a 1 1 0 0 0 0 0 0 1 the Period: 16:00 to 18:00 on 03/09/04 17:00 0 560 - 0 1795 01 861 01 1001 1795 17:30 28 0 161 476 .94 BISCAYNE BOULEVARD 1 1,247 1,247 1,248 0 0 3,137 0 476 0 1,795 94 1,889 ALL VEHICLES & PEDS Intersection Total 3,697 560 1,247 0 1,807 3,602 0 0 65 0 01 17:00 0 0 0 01 01 01 65 1,795 • 1,795 BISCAYNE BOULEVARD 0 16:00 0 . 0 0 0 0 94 94 0 0 560 560 0 NE 13TH STREET 0 0 0 1,795 0 0 1 NE 13TR STRERT & BAYSEORB DRIVE MIAMI, FLORIDA COUNTED BY: DICE WHIBY SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY REACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040049 Start Date: 03/09/04 File I.D. : 13STBAYS Page : 1 BAYSHORE DRIVE From North Peds Right Thru Date 03/05/04 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 17:45 Hr Total 2 1 3 1 7 4 0 3 2 9 28 18 23 20 89 38 40 43 37 158 Left FROM I-395 From East Peds Right Thru Left TO AIA/I-395 From South Peds Right Thru Left N8 13TH STREET From West Vehicle Peds Right Thru Left Total 50 45 45 37 177 64 53 47 48 212 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 60 59 54 64 237 75 63 52 64 254 105 126 109 111 451 124 130 137 111 502 2 4 0 1 7 1 3 2 2 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 245 0 0 0 0 252 0 0 0 0 231 0 0 0 0 233 0 0 0 0 961 0 0 0 0 302 0 0 0 0 289 0 0 0 0 281 0 0 0 0 262 0 0 0 0 1134 *TOTAL' 16 247 389 • • 2 491 953 15 0 0 0 0 0 0 0 2095 NE 13TH STREET & BATSHORE DRIVE MIA1I, FLORIDA COUNTED BY: DICK NEIBY SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORI➢A 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 0000049 Start ➢ate: 03J09/04 File I.➢. : 13STBAYS Page : 2 BAYSHORE ➢RIVE From North Peds Right Thru ➢ate 03/09J04 Left FROM 1-395 From East Peels Right Thru Left TO A1A/I-395 From South Peds Right Thru Left NB 13TH STREET Frog West Peds Right Thru Left Vehicle Total 16 16 NE 13TH STREET 0 953 247 1,200 • 0 0 0 0 • 0 247 247 BAYSHORE DRIVE 389 389 636 ,200 0 0 1,127 0 0 491 491 ALL VEHICLES 1,45 Intersection Total 2,095 15 389 0 404 404 0 TO A1A/I-395 0 1,45 0 2 2 491 491 953 953 15 15 0 FROM 1-395 0 0 0 0 0 0 0 0 0 NE 13TR STREET & BAYSHORE DRIVE MIAMI, FLORIDA COUNTED BY: DICE WEIBY SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561} 272.3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040049 Start Date: 03/09/04 File I,D. : 13STEAYS Page : 3 BAYSHORE DRIVE From North Peds Right Thru Left Date 03/09/04 FROM I-395 FIom East Peds Right Thru Left TO A1A/1-395 From South Peds Right Thru Left HE 13TH STREET From West Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Intersection for the Period: Peak start 17:00 11:00 volume - 158 212 0 254 502 Percent 431 571 01 331 661 Pk total 370 764 Highest 17:00 17:00 Volume 38 64 0 75 124 1 Hi total 102 200 PHF 91 .96 9 9 158 158 NE 13TH STREET 0 502 158 660 0 0 0 0 0 0 • 0 0 • 16:00 to 18:00 on 03/09/04 17:00 17:00 a - 0 0 0 0 0 0 lk 01 0% 01 01 01 01 0 0 16:00 16:00 0 0 0 0 0 0 0 0 .0 .0 BAYSHORE DRIVE 212 212 370 0 0 60 624 0 0 254 254 ALL VEHICLES Intersection Total 1,134 8 212 0 220 220 0 TO AlA/I-395 0 76 764 0 2 2 254 254 502 502 8 8 0 FROM 1-395 0 0 0 0 0 0 a TRAFFIC SURVEY SPECIALISTS, INC. NE 14TH STREET & HAYSHORE DRIVE 624 GARDENIA TERRACE Site Code : 00040049 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 03/09/04 COUNTED BY: CARLOS GUERRA t561) 272-3255 FAA {561) 272-43E1 File I.A. : 14STBAYS • Page : 1 ALL VEHICLES R P8DS BAYSHORE DRIVE From North Peds Right Thru Left Date 03/09/04 NE 14TR STREET From East Peds Right Thru Left BAYSRORE DRIVE From South Peds Right Thru Left NE 14TB STREET From Nest Peds Right Thru Left Vehicle Total 16:00 1 39 60 4 16:15 0 32 37 4 16:30 2 31 48 0 16:45 46 38 1 Er Total 3 148 183 9 17:00 1 32 59 1 17:15 1 42 62 1 17:30 0 28 47 2 17:45 3 33 #9 2 Er Total 5 135 217 6 0 0 12 3 1 5 19 6 0 5 5 4 1 1 8 2 11 44 18 0 2 16 6 0 1 10 4 1 1 11 3 0 5 13 5 1 9 50 18 1 0 48 11 0 2 48 8 2 1 51 12 0 0 53 10 3 3 200 41 0 0 73 24 1 2 46 24 0 0 54 9 0 0 57 10 1 2 230 67 2 12 13 20 222 0 14 13 24 212 1 18 16 26 217 0 13 9 31 ;15 3 57 51 101 866 0 19 13 39 284 2 14 15 29 250 0 17 18 42 232 0 17 12 39 242 2 67 58 149 1008 +TOTAL$ 8 283 400 15 I 3 20 94 36 1 4 5 430 108 1 5 124 109 250 1 1874 • • TRAFFIC SURVEY SPECIALISTS, INC. NE 14TH STREET E BAYSHORE DRIVE 624 GARDENIA TERRACE Site Code 00040049 MIAMI, FLORIDA DELRAY BEACH, FLORIDA 33444 Start Date: 034 9/04 COUNTED BY: CARLOS GUERRA (561) 272-3255 FAX (561) 272-43E1 File F.D. : 14STBAYS Page : 2 • ALL VEHICLES R PEDS BAYSHORE DRIVE From North Peds Right Thru Left Date 03/09/04 8 8 NE 14TH STREET From East Peds Right Thru Left BAYSHORB DRIVE From South Peds Right Thru Left NE 14TE STREET From West Peds Right Thru Left Vehicle Total 283 283 NE 14TH STREET 108 94 485 283 250 250 109 BAYSHORE DRIVE 400 400 698 109 483 124 • 124 15 15 1,398 250 430 20 700 3 3 ALL VEHICLES & PEDS 68 27 Intersection Total 1,874 36 400 124 560 1,103 f 108 108 BAYSHORE DRIVE 20 20 150 94 543 430 94 36 36 15 129 109 5 NE 14TH STREET 430 5 5 4 4 NE 14TH STREET & AA7SHORH DRIVE MIAMI, FLORIDA COUNTED BY: CARLOS GUERRA TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX )561) 272-4381 ALL VESICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : 14STBAYS Page : 3 BAYSHORE DRIVE From ,North Peds Right Thru Left Date 03/09/04 NE 14TR STREET From East Peds Right Thru Left BAYSBORE DRIVE From South Peds Right Thru Left NE 14TE STREET From Rest Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Peak start 17:00 Volume 135 217 Percent - 38% 611 Pk total 358 Highest 17:15 Volume 42 62 I Hi total 105 PEP .85 5 5 NE I4TH STREET 67 50 252 135 149 149 58 Intersection for the Period: 16:00 to 18:00 on 03/09/04 17:00 17:00 6 9 50 18 2 230 67 2% 121 65% 23% 14 77% 221 77 299 17:00 17:00 2 16 6 0 73 24 24 80 135 135 97 .77 BAYSHORE DRIVE 217 217 358 6 6 .I 58 274 67 67 2 • 2 746 149 230 9 388 ALL VEHICLES & PEDS 26 14 Intersection Total 1,008 E 18 217 67 302 17:00 - 67 58 149 - 241 211 54% 274 17:30 77 .89 17 18 42 9 9 77 50 601 299 67 230 67 BAYSHORE DRIVE 230 1 2 2 50 18 18 66 NE I4TH STREET 6 58 2 1 1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ********-********************************************************************* 41ka File : DO309028.PRN Station : 000000030708 Identification : 000058410067 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard Btwn NE 13 & 14 Sts Mar 9 Southbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 79 41 32 42 33 49 102 227 361 355 298 274 30 74 39 41 31 27 39 118 240 328 355 269 279 45 65 39 35 31 31 73 181 296 368 312 239 268 00 65 54 32 31 40 82 195 355 347 300 252 263 Hr Total 283 173 140 135 131 243 596 1118 1404 1322 1058 1084 End Time 12 13 14 15 16 17 18 19 20 15 276 313 276 247 243 300 245 261 189 30 277 306 261 264 259 316 274 255 139 45 313 282 251 237 230 279 273 203 189 00 254 284 269 237 313 306 318 180 144 Hr Total 1120 1185 1057 985 1045 1201 1110 899 661 21 147 146 173 142 608 22 146 110 140 96 492 23 128 112 93 101 434 Hour Total : 18484 peak hour begins : 08:30 AM peak volume : 1425 Peak hour factor : 0.97 PM peak hour begins : 16:45 PM peak volume : 1208 Peak hour factor : 0.96 ******************************************************************************* Mar 9 Northbound Volume for Lane 2 End Time 00 01. 02 03 04 05 06 07 08 09 10 11 15 105 61 40 36 35 42 98 207 252 319 276 306 30 122 61 39 38 27 55 143 204 289 277 261 310 45 92 41 34 44 42 72 180 290 300 312 265 332 00 82 44 42 38 41 91 222 296 292 285 294 332 Hr Total 401 207 155 156 145 260 643 997 1133 1193 1096 1280 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 349 290 308 319 383 363 373 325 244 153 233 173 30 305 331 294 312 391 388 405 331 241 189 240 142 45 297 287 315 395 388 407 391 275 243 207 228 118 00 374 346 280 359 355 404 345 266 237 209 179 117 Hr Total 1325 1254 1197 1385 1517 1562 1514 1197 965 758 880 550 24 Hour Total : 21770 AM peak hour begins : 11:15 AM peak volume : 1323 Peak hour factor : 0.95 PM peak hour begins : 17:30 PM peak volume : 1589 Peak hour factor : 0.98 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ***************************************************************************** Illta File : D03O9028.PRN Station : 000000030708 Identification : 000058410067 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard Btwn NE 13 & 14 Sts ******************************************************************************* Mar 9 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 184 102 72 78 68 91 200 434 613 674 574 580 30 196 100 80 69 54 94 261 444 617 632 530 589 45 157 80 69 75 73 145 361 586 668 624 504 600 00 147 98 74 69 81 173 417 651 639 585 546 595 Hr Total 684 380 295 291 276 503 1239 2115 2537 2515 2154 2364 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 625 603 584 566 626 663 618 586 433 300 379 301 30 582 637 555 576 650 704 679 586 380 335 350 254 45 610 569 566 632 618 686 664 478 432 380 368 211 00 628 630 549 596 668 710 663 446 381 351 275 218 Hr Total 2445 2439 2254 2370 2562 2763 2624 2096 1626 1366 1372 984 III1Hour Total : 40254 peak hour begins : 08:30 AM peak volume : 2613 Peak hour factor : 0.97 PM peak hour begins : 17:00 PM peak volume : 2763 Peak hour factor : 0.97 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 41k***************************************************************************** a a File : D0309034.PRN tion : 000000030707 Identification : 000058410190 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard South of NE loth St ******************************************************************************* Mar 9 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 126 66 23 36 20 34 66 127 198 294 309 345 30 156 48 38 62 22 41 86 141 257 290 302 368 45 148 37 27 40 36 52 98 185 234 314 294 378 00 82 52 24 39 38 57 113 199 258 277 313 340 Hr Total 512 203 112 177 116 184 363 652 947 1175 1218 1431 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 447 384 349 451 437 494 475 387 344 193 373 280 30 438 445 388 407 449 515 482 395 306 217 374 210 45 434 395 432 450 455 513 464 356 291 257 351 161 00 400 425 394 456 427 514 401 305 272 242 233 136 Hr Total 1719 1649 1563 1764 1768 2036 1822 1443 1213 909 1331 787 OHour Total : 25094 peak hour begins : 11:30 AM peak volume : 1603 Peak hour factor : 0.90 peak hour begins : 17:00 PM peak volume : 2036 Peak hour factor : 0.99 ******************************************************************************* Mar 9 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 84 47 25 35 35 46 140 283 457 465 361 327 30 74 38 41 30 44 81 217 324 457 413 337 315 45 86 35 25 37 29 111 255 359 496 452 316 309 00 58 47 33 37 77 133 267 434 489 375 334 289 Hr Total 302 167 124 139 185 371 879 1400 1899 1705 1348 1240 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 338 297 315 267 253 300 296 416 218 130 142 107 30 327 374 299 285 248 326 330 379 146 123 123 112 45 360 329 292 262 256 337 322 313 150 146 127 99 00 290 343 297 243 280 330 396 225 136 152 112 91 Hr Total 1315 1343 1203 1057 1037 1293 1344 1333 650 551 504 409 24 Hour Total : 21798 AM peak hour begins : 08:15 AM peak volume : 1907 Peak hour factor : 0.96 PM peak hour begins : 18:30 PM peak volume : 1513 Peak hour factor : 0.91 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 iTata File Station Identification Start date Stop date City/Town Location D0309034.PRN 000000030707 000058410190 Mar 9, 04 Mar 9, 04 Miami, FL Biscayne Boulevard South Interval Start time Stop time County of NE 10th St 15 minutes 00:00 24:00 Dade ******************************************************************************* Mar 9 Total Volume for All Lanes End Time 00 15 210 30 230 45 234 00 140 Hr Total 814 01 02 113 86 72 99 370 48 79 52 57 03 04 71 55 92 66 77 65 76 115 05 06 80 206 122 303 163 353 190 380 236 316 301 555 1242 07 410 465 544 633 2052 08 09 655 714 730 747 2846 759 703 766 652 2880 10 670 639 610 647 2566 11 672 683 687 629 2671 End Time 12 13 14 15 785 681 664 30 765 819 687 45 794 724 724 00 690 768 691 Hr Total 3034 2992 2766 15 718 692 712 699 2821 16 17 18 19 20 21 22 23 690 794 771 803 562 323 515 387 697 841 812 774 452 340 497 322 711 850 786 669 441 403 478 260 707 844 797 530 408 394 345 227 2805 3329 3166 2776 1863 1460 1835 1196 Hour Total : 46892 peak hour begins : 08:45 AM peak volume : 2975 Peak hour factor : 0.97 PM peak hour begins : 17:00 PM peak volume : 3329 Peak hour factor : 0.98 ****************************************,*************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ************************:r**************************************************** Illaka File : D0427005.PRN Station : 000000042601 Identification : 000110252028 Interval : 15 minutes Start date : Apr 27, 04 Start time : 00:00 Stop date : Apr 27, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 15th Street East of US1 Apr 27 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 15 26 15 5 7 5 7 23 52 120 30 20 11 8 5 6 13 31 82 95 45 23 6 2 2 4 17 39 113 121 00 14 5 2 8 4 22 57 133 97 Hr Total 83 37 17 22-19 59 150 380 433 09 10 11 106 110 106 94 89 110 100 81 92 93 68 110 393 348 418 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 95 106 104 97 108 122 122 105 83 64 59 40 30 110 90 79 104 97 136 145 79 84 67 58 28 45 143 93 107 104 107 114 115 76 64 50 53 37 00 133 98 103 101 133 153 110 78 74 64 48 30 Hr Total 481 387 -- 393 406 445 525 -492 338 305 245 218 135 our Total : 6729 peak hour begins : 07:45 AM peak volume : 469 Peak hour factor : 0.88 PM peak hour begins : 17:45 PM peak volume : 535 Peak hour factor : 0.87 ******************************************************************************* Apr 27 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 26 14 13 6 5 8 12 36 88 89 75 76 30 19 7 10 7 7 7 15 29 73 83 61 80 45 14 14 8 5 5 12 27 76 103 80 55 87 00 19 6 5 8 7 16 34 88 102 78 65 84 Hr Total 78 41 36 26 24 43 88 229 366 330 256 327 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 94 69 79 102 97 -120 88 57 51 55 43 44 30 84 77 87 84 76 109 73 66 50 54 39 31 45 81 78 78 84 79 88 72 77 45 38 44 27 00 83 79 77 93 99 83 80 45 37 40 37 21 --- Hr Total 342 303 321 363 351 400 313 245 183 187 163 123 24 Hour Total : 5138 AM peak hour begins : 08:30 AM peak volume : 377 Peak hour factor : 0.92 PM peak hour begins : 16:45 PM peak volume : 416 Peak hour factor : 0.87 ***********************-******************************************************** • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ***************************************************************************** Illita File : D0427005.PRN Station : 000000042601 Identification : 000110252028 Interval : 15 minutes Start date : Apr 27, 04 Start time : 00:00 Stop date : Apr 27, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 15th Street East of US1 ******************************************************************************* Apr 27 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 _ 15 52 29 18 4W13 _ 10 �15^35 88 208 195 185 182 30 39 18 18 12 13 20 46 111 168 177 150 190 45 37 20 10 7 9 29 66 189 224 180 136 179 00 33 11 7 16 11 38 91 221 199 171 133 194 Hr Total 161 78 53 48 43 102 238 609 799 723 604 745 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 189 175 183 199 205 242 210 162 134 119 102 84 30 194 167 166 188 173 245 218 145 134 121 97 59 45 224 171 185 188 186 202 187 153 109 88 97 64 00 216 177 180 194 232 236 190 123 111 104 85 51 Hr Total 823 690 714 769 -796 925 805 583 488 432 381 258 Hour Total : 11867 peak hour begins : 07:45 AM peak volume : 821 Peak hour factor : 0.92 PM peak hour begins : 17:00 PM peak volume : 925 Peak hour factor : 0.94 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ***************************************************************************** ata File : D0427003.PRN Station : 000000042602 Identification : 009601150098 Interval : 15 minutes Start date : Apr 27, 04 Start time : 00:00 Stop date : Apr 27, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 15th Street West of US1 ******************************************************************************* Apr 27 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 4 5 1 2 1 5 3 17 44 29 33 38 30 4 2 2 4 1 1 7 23 55 30 32 34 45 2 2 0 0 5 6 15 31 44 38 31 45 00 4 3 0 7 4 4 16 40 35 49 18 41 Hr Total 14 12 3 13 11 16 41 111 178 146 114 158 End Time 12 13 14 15 16 17 18 19 15 47 35 30 29 41 37 39 20 30 38 30 40 26 32 48 37 9 45 33 22 44 27 40 39 27 14 00 36 39 30 49 29 45 27 18 Hr Total 154 126 144 131 142 169 130 20 21 22 23 7 15 14 7 61 43 7 7 7 8 6 6 4 12 5 8 6 7 27 31 25 Hour Total. : 2000 peak hour begins : 07:45 AM peak volume : 183 Peak hour factor : 0.83 PM peak hour begins : 17:15 PM peak volume : 171 Peak hour factor : 0.89 ******************************************************************************* Apr 27 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 ---- ---- ---- ---- ---- ---- ---- 15 10 4 6 0 3 3 8 38 30 11 3 7 4 0 4 8 52 45 5 5 3 0 4 6 23 53 00 8 2 4 7 2 11 35 73 Hr Total 34 14 20 11 9 24 74 216 08 66 48 53 55 222 293 09 82 80 63 68 10 89 48 70 44 11 53 63 55 75 251 246 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 73 55 50 57 72 47 53 17 21 9 5 12 30 62 78 53 61 51 35 37 23 12 11 10 20 45 53 61 61 46 46 39 31 26 12 17 11 11 00 65 62 51 70 43 51 36 13 13 13 9 7 Hr Total 253 256 215 234 212 172 157 79 58 50 35 50 24 Hour Total : 3185 AM peak hour begins : 09:15 AM peak volume : 300 Peak hour factor : 0.84 PM peak hour begins : 12:45 PM peak volume : 259 Peak hour factor : 0.83 • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ***************************************************************************** ata File : D0427003.PRN Station : 000000042602 Identification : 009601150098 Interval : 15 minutes Start date : Apr 27, 04 Start time : 00:00 Stop date : Apr 27, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 15th Street West of US1 ******************************************************************************* Apr 27 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 14 9 7 2 4 8 11 55 110 111 122 91 30 15 5 9 8 1 5 15 75 103 110 80 97 45 7 7 3 0 9 12 38 84 97 101 101 100 00 12 5 4 14 6 15 51 113 90 117 62 116 Hr Total 48 26 23 24 20 40 115 327 400 439 365 404 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 120 90 80 86 113 84 92 37 28 16 12 19 30 100 108 93 87 83 83 74 32 27 19 16 26 45 86 83 105 73 86 78 58 40 26 21 23 16 00 101 101 81 119 72 96 63 31 20 21 15 14 Hr Total 407 382 359 365 354 341 287 140 101 77 66 75 IllpHour Total : 5185 peak hour begins : 09:15 AM peak volume : 450 Peak hour factor : 0.92 PM peak hour begins : 12:00 PM peak volume : 407 Peak hour factor : 0.85 ******************************************************************************* • • Adjusted Traffic Counts • • • • • DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS City Square Project Number: Count Date: Day of Week: Tuesday 05178 3/9/2004 Biscayne Blvd and NE 14 Street Traffic Survey Specialists, Inc. Bisca ne Blvd NE 14 Street EASTBOUND WESTBOUND _ . .__ GRAND _ _ TIME INTERVAL 401 29 456 6 222 6 234 4 11 6 21 23 16 12 51 762 04:00 PM 04:15 PM 26 04:15 PM 04:30 PM 20 414 25 459 5 236 3 244 8 20 5 33 30 23 10 63 799 04,30 PM 04:45 PM 20 369 34 423 1 203 8 212 9 27 6 42 24 22 9 55 732 04:45 PM 05:00 PM 15 380 24 419 10 254 10 274 9 17 10 36 37 21 7 65 794 05'.00 PM 05:15 PM 13 366 36 415 �7 258 6 271 11 23 12 46 35 29 11 75 807 05:15 PM 05:30 PM 22 428 34 484 8 309 5 322 10 20 7 37 32 32 12 76 919 05:30 PM 05:45 PM 22 446 41 509 12 253 9 274 9 18 7 34 25 15 8 48 865 05:45PM _ 06:OO PM 10 410 43 463 PM PEAK 10 PERIOD 273 HOUR PEAK 9 TURNING SEASON 292 MOVEMENT TRAFFIC 4 CONDITIONS 16 COUNT 10 30 SUMMARY 30 17 10 57 842 s s s w _ EASTBOUND NE 14 Street WESTBOUND • - GRAND 1 TOTAL 3,227 TIME INTERVAL L T 1591W132 R TOTAL L 29 994f __. R 28 — TOTAL 1,051 0 0 c TOTAL ^© 138 117 87 39 TOTAL 243 04:00 PM 06:00 PM 73_.___ 1,796 PEAK HOUR FACTOR 0.89 0.82 0.76 0.81 0.93 Conversion Factor = 0.99 Note: 2002 FOOT Peak Season biscayne__14 st.xls • • NAVE© PLUMMFH & ASSOCIATES, INC. Project Name: Location: Observer: TURNING MOVEMENT COUNTS City Square Biscayne Boulevard / NE 13 Street Traffic Survey Specialists, Inc. Bisca ne Boulevard TIME • R HBOUND 0 INTERVAL 04:00 PM 04:15 P 04:30 PM 04:45 PM 04:15 PM 04:30 PM 04:45 P 05:00 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 05:15 PM 05:30 PM 05:45 PM 06:00 PM TIME INTERVAL 04:00 PM 06:00 PM PEAK HOUR FACTOR 417 457 425 388 454 511 463 419 233 236 205 199 263 247 222 213 ASTB S UN Project Number: Count Date: Day of Week: PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS Biscayne Boulevard NORTHBOUND T 168 1,646 TOTAL 1,814 0.88 SOUTHBOUND TOTAL 918 0.86 05178 8/2/2001 Thursday 165 147 136 134 EASTBOUND NE 13 Street TOTAL 'I WESTBOUND TOTAL 0 N/A 304 2 21 618 GRAND TOTAL 3,350 0,82 0.95 Note: 2001 FDOT Seasonal Weekly Volume Factor = 1.01 Counts collected in 2004 included in raw tragic counts. However, due 10 construction of the Performing Ads Center creating temporary street closures, historical count data was used for analysis. Biscayne Blvd_NE 13 St (2001).xls • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: TIME INTERVAL 11 04:00 PM 04;16 PM 04:15PM 04:30PM 8 04:30 PM 04:45 PM 12 04:45 PM 05:00 PM 10 05:00 PM 05:15 PM 24 05:15 PM 05:30 PM 24 05:30 PM 05:45 PM 9 05:45 PM 06'.00 PM 10 TIME INTERVAL 04:00 PM TURNING MOVEMENT COUNTS City Square Bayshore Drive and NE 14 Street Traffic Survey Specialists, Inc. Project Number: Count Date: Day of Week: Ba shore Drive NE 14 Stree PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS Bayshore Drive NORTHBOUND SOUTHBOUN T R 06:00 PM 53 213 PEAK HOOP FACTOR TOTAL 269 EASTBOUND T R TOTAL L T R 198 140 346 124 54 61 0.70 0.83 Note: 2002 FDOT Peak Season Conversion Factor = 0.99 NE 14 Street TOTAL L 05178 319/2004 Tuesday 239 18 47 10 0.78 TOTAL 74 0.63 GRAND TOTAL 928 0.89 bayshore_14 st.%is • • DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS City Square Project Number: Count Date: Day of Week: Tuesday 05178 3/9/2004 Bayshore Drive and NE 13 Street Traffic Survey Specialists, Inc. Ba shore Drive NE 13 Street — --- _ _ x= nr11i — ..._ •1 :i11 __rr • 11 i B•Ir • _ TOTAL 1 INTERVAL i ._ A �����i�:� 0 0 _ 50 28 mmmm78 0 0 0 0 2 105 60 167 245 04:00 PM 04:15 PM 0 0 0 04:15 PM 04:30 PM 0 0 0 0 0 45 18 63 0 0 0 0 4 126 59 189 252 04:30 PM 04:45 PM 0 0 0 0 0 45 23 68 0 0 0 0 0 109 54 163 231 04:45 PM 05:00 PM 0 0 0 0 0 37 20 57 0 0 0 0 1 111 64 176 233 0 0 0 64 38 102 0 0 0 0 124 200 302 05:00 PM 05:15 PM 0 0 05.15 PM 05:30 PM 0 0 0 0 0 53 40 93 0 0 q 0 130 63 196 289 05:30 PM 05:45 PM 0 0 0 0 0 47 43 90 0 0 0 0 137 52 191 281 05:45 PM 06:00 PM 0 0 0 0 0 48 37 85 0 0 0 0 111 64 177 262 _ _. PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS Drive NE 13 Street _Bayshore NORTHBOUND �._.. SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL 1,037 TIME INTERVAL _ L __ T ; __ R TOTAL -----___ L T 1 193 . R 122 _-- TOTAL 315 L 0 T 0 R 0 TOTAL 0 L 7 T 472 A 243 TOTAL 722 Y s PEAK HOUR FACTOR N/A 0.78 N/A 0.91 0.94 Conversion Factor = 0.99 Note: 2002 FDOT Peak Season bayshore..13 st.xls • • • DAV€P PLUMMIER A ASSOCEATE4, INC. 24-HOUR COUNTS Project Name: City Square Project No.: 05178 Location: Biscayne Boulevard between NE 29 Street and NE 20 Street Count Date: 7/13/2004 Observer: Traffic Survey Specialists, Inc. BEGIN ... TIME . NORTHBOUND [ 1st 1i4 2nd 114 3rd 114 4th 1/4 • TOTAL 12:00 AM 111 104 74 81 - 370 01:0o AM 53 65 48 39 205 9 02:00 AM 35 25 30 24 114 a 03:00 AM 30 20 22 24 96 04:00 AM 15 19 22 22 78 05:0O AM 30 22 45 43 140 06:00 AM 60 62 58 97 • 277 07700 AM 110 132 140 155 537 05:00 AM 177 179 198 207 3 761 09:00 AM 214 209 198 220 841 10:00 AM 210 239 207 206 862 11:00 AM 224 268 292 304 1,088 , 12:00 PM 288 318 304 339 i 1,249 O1:00 PM 283 291 292 279 1,145 02:00 PM 297 247 276 304 1,124 03:00 PM 315 301 348 306 1 .1,270 a 04:00 PM 402 342 386 378 1,508 05:00 PM 379 411 367 352 1,509 06:00 PM 371 370 300 321 1,362 1 07:00 PM 238 237 230 211 916 08:00 PM 192 214 191 180 777 09:00 PM 194 164 190 186 734 10100 PM 184 161 136 140 621 1109 PM 142 137 130 102 511 24-HOUR TOTAL 18,095 AM Peak Hour: PM Peak Hour: NORTHBOUND BEGIN 1 TIME SOUTHBOUND !1st 1/4 2nd 1/4 3rd 1/4 4th 1/41 TOTAL 12_00 AM 1 85 44 57 56 242 01:D O AM 48 42 35 29 154 02:00 AM 32 30 21 34 117 03:00 AM 10 19 14 25 68 04:00 AM 26 28 26 35 115 05:00 AM 34 46 71 93 244 06:00 AM 105 130 182 225 642 07:00 AM 240 301 331 392 A 1,264 08:00 AM ? 373 359 362 406 1,500 09:00 AM 380 336 331 298 1,345 10:00 AM 289 250 255 255 1,049 11:00 AM j 279 282 270 274 1,105 12:00 PM 254 270 295 314 1,133 01.00 PM 284 225 283 278 : 1,070 02:00 PM 288 299 263 279 1,129 03:00 PM s 240 236 242 248 966 04700PM 246 243 279 257 1,025 05:00 PM 290 300 305 262 1,157 06:00 PM 237 225 256 234 952 07:00 PM 218 182 192 161 753 08:00 PM ' 179 155 163 170 667 09:00 PM ' 136 137 139 131 543 10:00 PM 154 127 120 126 527 11:00 PM 108 118 95 78 399 24-HOUR TOTAL 18,166 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 1,214 Time: 04:30 PM Volume: 1,554 AM Peak Hour: PM Peak Hour: WO -WAY TOTAL 612 359 231 164 193 384 919 1,801 2,261 2,186 1,911 2,193 2,382 2,215 2,253 2,236 2,533 2,666 2,314 1,669 1,444 1,277 1,148 910 36,261 AM Peak Hour: Time: 08:15 AM Volume: 1,507 PM Peak Hour: Time: 12:15 PM Volume: 1,163 NORTHBOUND AND SOUTHBOUND Time: K -factor: D-tactor: Time: K-factor: t7-factor: 08_30 AM 6.4% 64.2% SB 04:45 PM 7.4% 57.1°% NB Volume: 2,312 PHF: 0.94 Volume: 2,687 PHF: 0.94 ' Existing 2004 traffic counts were adjusted by a 1 % growth factor to obtain 2005 existing counts Biscayne Blvd - NE 29 St NE 20 St_xls • • dAVIO PLUM* A 6 ASSOC[ATES, INC. 24-HOUR COUNTS Project Name: City Square Location: Biscayne Blvd Between NE 18 Street and 17 Terrace Observer: Traffic Survey Specialists, Inc. BEGIN NORTHBOUND TIME 1st 114 2nd 114 3rd 1/4 4th 1/4 f TOTAL 12:0o AM ': 96 73 94 61 324 01 00 AM 54 55 37 33 179 0.200 AM 30 26 26 24 106 03:00 AM f 23 18 23 17 81 04:00 AM i 16 28 21 17 [ 82 05:00 AM 22 31 31 53 137 06:00 AM 53 62 119 121 ; 355 07:00 AM 118 124 149 172 j 563 08:ao AM 168 182 198 232 780 0900 AM 201 212 201 201 815 1 10:OO AM 247 197 231 248 923 11:00 AM 255 272 232 270 1,029 12:00 PM 275 274 273 290 1,112 01:00 PM 1 254 297 250 249 i 1,050 02:OO PM 312 302 267 269 1,150 03.00 PM 285 312 299 284 1,180 04:OOPM 334 327 317 310 1,288 05:00 PM i 359 354 334 335 1.382 06:00 PM ' 262 311 265 261 1,099 07:00 PM 247 258 233 204 942 08:00 PM 203 199 149 142 693 09:00 PM ' 156 163 156 158 633 10:00 PM 191 190 180 147 708 1 too PM 131 112 138 89 470 1124-HOUR TOTAL 17,081 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN , TIME SOUTHBOUND 1st 114 2nd 1/4 3rd 1/4 4th 1/4 ! TOTAL 12:00 AM 78 64 57 37 236 01:00 AM 40 48 36 36 1 160 02:00 AM = 24 26 23 26 99 03:00 AM 18 24 24 22 i 88 04:00 AM - 23 30 23 31 107 05:00 AM a 44 41 55 110 250 0600 AM 111 174 217 273 775 07:00 AM 4 270 330 346 423 { 1,369 08:00 AM 445 408 395 429 1,677 09:00 AM 382 374 339 285 1,380 10:00AM 291 306 278 282 1,157 11.:00 AM ' 262 286 287 328 1,163 12:00 PM 273 289 314 289 1 1,165 01:00 PM 303 301 303 266 1,173 02:00 PM 238 267 294 298 1,097 03:00 PM 271 303 310 276 3 1,160 04:00 PM : 306 250 275 255 1,086 05:00 PM f, 344 270 351 356 1,321 06:00 PM 343 259 272 266 1,140 07:00 PM 278 234 211 192 ; 915 08:00 PM 179 172 141 154 1 646 09:00 PM 135 130 133 144 j 542 10:00 PM 138 130 130 113 511 11100 PM 112 83 101 87 383 l(24-HOUR TOTAL 19,600 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume. 1,092 Time: 05:00 PM Volume: 1,382 AM Peak Hour: PM Peak Hour. AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: K-factor: D-tactor: Time: K-lacier: D-factor OB:00 AM 6.7% 68.3 % SB 05:00 PM 7.4% 51.1% NB 05178 3/1612004 TWO-WAY TOTAL 560 339 205 169 189 387 1,130 1,932 2,457 2,195 2,080 2,192 2,277 2,223 2,247 2,340 2,374 2,703 2,239 1,857 1,339 1,175 1,219 853 36,681 Time: 08:00 AM Volume: 1,677 Time: 05:00 PM Volume: 1,321 Volume: 2,457 PMF: 0.93 Volume: 2,703 PHF: 0.96 " Existing 2004 traffic counts were adjusted by a 1 % growth factor to obtain 2005 existing counts biscayne blvd btw 18 st_ 17 tr-xls • • • DAVI€? PLUMMEri 8 ASSOCIATES, INC. 24-HOUR COUNTS Project Name: City Square Location: Biscayne Blvd between NE 13 Street and 14 Street Observer: Traffic Survey Specialists, Inc. BEGIN TIME 1 NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 114 TOTAL 12:00 AM 106 123 93 83 405 at:00 AM 62 62 41 44 209 02:00 AM 40 39 34 42 i 155 03:00 AM 36 38 44 38 156 0400 AM 35 27 42 41 145 05,00 AM 42 56 73 92 263 05100 AM 99 144 182 224 649 07.00AM 209 206 293 299 1,007 08:00 AM : 255 292 303 295 1,145 09:00 Aso 322 280 315 288 1,205 10:OO AM 279 264 268 297 1,108 11:00 AM 309 313 335 335 1,292 12:00 PM 3 352 308 300 378 1,338 111:00 PM 293 334 290 349 1,266 02:00 PM 311 297 318 283 1,209 03:00PM 322 315 399 363 1,399 04:00 PM 387 395 392 359 1,533 05:00 PM 367 392 411 408 1,578 06:00 PM 377 409 395 348 1,529 07:00 PM 328 334 278 269 1,209 08:00 PM ' 246 243 245 239 973 1 09:OOPM 155 191 209 211 766 10:00 PM 235 242 230 181 888 11:00PM 175 143 119 118 555 24-HOUR TOTAL 21,982 AM Peak Hour: PM Peak Hour. NORTHBOUND Project No.: Count Date: BEGIN TIME { SOUTHBOUND fist 114 2nd 1/4 3rd 1/4. 4th 1/4 TOTAL 12:00 AM 80 75 66 66 287 01:00 AM 41 39 39 55 174 02:00 AM 32 41 35 32 140 03:00 AM 42 31 31 31 135 04.00 AM 33 27 31 40 131 05:00 AM 49 39 74 83 245 06:00 AM 103 119 183 197 602 07:00AM 229 242 299 359 1,129 08:OO AM 365 331 372 350 1,418 09:00 AM 359 359 315 303 1,336 1a:oa AM 301 272 241 255 1,069 , 11:OOAM 277 282 271 266 1,096 12:00 PM 279 280 316 257 1,132 r 01:o0PM 316 309 285 287 1,197 02:00 PM 279 264 254 272 1,069 03:00 PM 249 267 239 239 994 04:00 PM 245 262 232 316 1,055 05:00 PM 303 319 282 309 1,213 06:00 PM 247 277 276 321 1,121 07:00 PM 264 258 205 182 909 08:00 PM 191 140 191 145 667 ` 09:00 PM 148 147 175 143 613 10:00 PM 147 111 141 97 496 11:60PM 129 113 94 102 a 438 24-HOUR TOTAL 1 18,666 [ DAILY TRAFFIC COUNT SUMMARY Time: 11:15 AM Volume: 1,335 Time: 055:30 PM Volume: 1,605 AM Peak Hour: PM Peak Hour: AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Tirne: K-factor: D-factor Time: K-tactor: D-tactor: 08:30 AM 6.5% SB 05:00 PM 6.9% 56.5% NB 05178 3/9/2004 TWO-WAYE TOTAL l 692 383 295 291 276 508 1,251 2,136 2,563 k 2,541 2,177 2,388 2,470 2,463 2,278 2,393 2,588 2,791 2,650 2,118 1,640 1,379 1,384 993 40,648 Time: 08:30 AM Volume: 1,440 Time: 04:45 PM Volume: 1,220 Volume- 2,640 PHF: 0.97 Volume: 2,791 PHF: 0.97 Existing 2004 traffic counts were adjusted by a 1 % growth factor to obtain 2005 existing counts Biscayne Blvd Btwn NE 13st & 14st.xls • DAD PLVMME 1 a A55CK;VJES, !NC. 24-HOUR COUNTS Project Name: City Square Location: NE 15 Street East of Biscayne Blvd Observer: Traffic Survey Specialists, Inc. BEGIN EASTBOUND TIME 1st 1/4 2nd 1/4 3rd 1/4 4th 1141 TOTAL 1 12:00 AM 26 20 23 14 83 101:00 AM 15 11 6 5 37 02:00 AM 5 8 2 2 17 . 03:00 AM 7 5 2 8 22 • 04:00AM 5 6 4 4 19 l 05:00 AM 7 13 17 22 59 1 06:00 AM 23 31 39 58 151 07:00 AM 53 83 114 134 384 In 11 15-00 AM 121 96 122 98 437 09:00 AM 107 95 101 94 , 397 1 O:oO AM 111 90 82 69 352 11:00 AM 107 111 93 111 422 12:00 PM 96 111 144 134 485 0? .00 PM 107 91 94 99 391 ^°.-.-, PM 105 80 108 104 397 17;.,:10 PM ! 98 105 105 102 410 04 00 PM 109 98 108 134 449 05 00 PM 123 137 115 155 530 06:0o PM 123 146 116 111 496 07:00 PM 106 80 77 79 342 i 06:00 PM 84 85 65 75 309 09:00 PM 65 68 51 65 249 10:00 PM 60 59 54 48 221 11:00 PM 40 28 37 30 135 24-HOUR TOTAL 6,794 AM Peak Hour: PM Peak Hour EASTBOUND Project No.: Count Date: l BEGIN , WESTBOUND TIME 1st 1/4 2nd 1/4 3rd 114 4th 1/4 ! TOTAL 12:00 AM 26 19 14 19 78 01:00AM 14 7 14 6 , 41 02:00 AM 13 10 8 5 36 oa:00 AM 6 7 5 8 26 04:00 AM 5 7 5 7 24 05:00 AM 8 7 12 16 43 06:00 AM 12 15 27 34 i 88 l 07:00 AM 36 29 77 89 231 08:00 AM 89 74 104 103 370 09:00 AM 90 84 81 79 334 10:00 AM 76 62 56 66 260 11:00 AM 77 81 88 85 331 12:00 PM 95 85 82 84 346 01:00 PM ' 70 78 79 80 307 02:00 PM 80 88 79 78 325 03:00 PM 103 85 85 94 367 04:00PM . 98 77 80 100 355 05:00 PM 121 110 89 84 - 404 06:00 Ptvt 89 74 73 81 317 07:00 PM 58 67 78 45 248 08:00 PM 52 51 45 37 185 09:00 PM ' 56 55 38 40 189 10:00 PM 43 39 44 37 • 163 11:00 PM 44 31 27 21 123 1124-HOUR TOTAL '5,191 DAILY TRAFFIC COUNT SUMMARY Time: 07:45 AM Volume: 473 Time: 05:45 PM Volume: 540 AM Peak Hour: PM Peak Hour: 05178 4/27/2004 TWO-WAY TOTAL 161 78 53 48 43 102 239 615 807 731 612 753 831 698 722 777 804 934 813 590 494 438 384 258 11,985 AM Peak Hour: Time: 08:30 AM Volume: 381 PM Peak Hour: Time= 04:45 PM Volume: 420 EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-tactor: 07:45 AM 6.9% 57.1% EB 05:00 PM 7.8% 56.7% EB Volume: 829 PHF: 0.92 Volume: 934 PHF: 0.95 NE 15 St E Biscayne Bivd_xls • DAVI° PLUMMER a ASSO<'lA1 ES.,hiG- Project Name: Location: Observer: 24-HOUR COUNTS City Square NE 15 Street West of Biscayne Blvd Traffic Survey Specialists, Inc. BEGIN TIME ` EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL f 12:00 AM 4 4 2 4 1 01:00 AM 5 2 2 3 ; 12 02:00 AM 1 2 0 0 3 03:00 AM 2 4 0 7 13 04:00 AM 1 1 5 4 11 05:00 AM 5 1 6 4 16 06:00AM 3 7 15 16 41 07:00 AM 17 23 31 40 111 08:00 AM 44 56 44 35 ` 179 09:00 AM 29 30 38 49 146 10:00 AM 33 32 31 18 114 11:00 AM 38 34 45 41 ! 158 12:00 PM 47 38 33 36 154 01:00 PM 35 30 22 39 126 I 02:00 PM 30 40 44 30 144 03:00 PM 29 26 27 49 131 04:00 PM 41 32 40 29 ! 142 45:00 PM 37 48 39 45 169. 06:00 PM 39 37 27 27 1 130 07:00 PM 20 9 14 18 61 08:GO PM 7 15 14 7 43 09:00 PM 7 8 4 8 27 1000 PM 7 6 12 6 31 11,00 PM 7 6 5 7 j 25 , 24-HOUR TOTAL 2001 EASTBOUND Project No.: Count Date: BEGIN WESTBOUND TIME 11st 1/4 2nd 1/4 3rd 1/4 4th 1/4 1 TOTAL I 12:00 AM 10 11 5 8 I 34 01:00 AM 4 3 5 2 14 02:00 AM 6 7 3 4 20 03:00 AM 0 4 0 7 11 04:00 AM 3 0 4 2 9 05:00 AM : 3 4 6 11 24 06:00 AM 8 8 23 35 , 74 07:00 AM 38 53 54 74 219 L 08:00 AM 67 48 54 56 225 09:00 AM 83 81 64 69 297 i 10:00 AM 90 48 71 44 253 11:00 AM 54 64 56 76 250 12:00 PM 74 63 54 66 257 01,00 PM E 56 79 62 63 260 02:00 PM 51. 54 62 52 219 03:00 PM 58 62 46 71 237 04:00 PM s 73 52 46 43 214 05:00 PM 47 35 39 52 173 06:00 PM 54 37 31 36 158 07:00 PM 17 23 26 13 79 08:00PM 21 12 12 13 58 09:00PM 9 11 17 13 50 10:00 PM 5 10 11 9 35 11:00 PM 12 20 11 7 50 j24-HOUR TOTAL 3.220 DAILY TRAFFIC COUNT SUMMARY 05178 4/27/2004 TWO-WAY TOTAL 48 26 23 24 20 40 115 330 404 443 367 408 411 386 363 368 356 342 288 140 101 77 66 75 5,221 AM Peak Hour: Time: 07:45 AM Volume: 184 AM Peak Hour Tkme: 09:15 AM Volume: 304 PM Peak Hour Time 05:15 PM Volume: 171 PM Peak Hour: Time: 12:45 PM Volume: 263 AM Peak Hour: PM Peak Hour EASTBOUND AND WESTBOUND Time: K-factor: D•factor: Time: K-factor: D-tactor: 09:15 AM 8.7% 67.0% W8 12:00 PM 7.9% 62.5% WB Volume: 454 PHF: 0.92 Va€urrte: 411 PHF: 0.85 NE 15 St W of Biscayne Blvd.xls 0 Signal Timings • • • • • Signal Timings PATTERN SCHEDULE FOR 2367 US 1 & NE 14 ST FOR DAY # 4 (SECTION 3) TIME PT OFF NSW F Y R EWW F G Y S Y M CYC MIN: 14 6 12 1 0 11 30 55 6 4 1 7 12 1 4 90EARLY NI 15 21 30 55 6 4 1 7 12 14 90NITE M2 115 23 0 24 6 4 1 7 12 1 4 7 59LATE NIG 500 19 0 24 6 4 1 7 12 1 4 7 59DAWN M2 545 1 30 55 6 4 1 7 12 1 4 90AVG M2 0 615 2 27 50 6 4 1 7 12 6 4 90PRE AM M 745 12 36 55 6 4 1 7 12 1 4 90AM PEAK 845 16 5 75 6 4 1 7 12 1 4 110MID MORN 1200 17 6 75 6 4 1 7 12 1 4 110NOON M2 1345 10 6 75 6 4 1 7 12 1 4 110AFT 111 0 1545 9 7 80 6 4 1 7 12 1 4 115PRE PM P 1630 18 7 80 6 4 1 7 12 1 4 115PM PEAK 1800 3 28 55 6 4 1 7 12 1 4 90POST PM 1900 1 30 55 6 4 1 7 12 1 4 90AVG M2 0 PATTERN SCHEDULE FOR 2362 US 1 & NE 13 ST TIME PT OFF NSG G Y R WP Y R NL Y MIN: 45 12 7 0 11 40 49 1 4 1 20 4 1 7 3 15 21 40 49 1 4 1 20 4 1 7 3 115 23 0 45 1 4 1 12 4 1 7 3 500 19 0 50 1 4 1 12 4 1 7 3 545 1 40 49 1 4 1 20 4 1 7 3 615 2 46 49 1 4 1 20 4 1 7 3 745 12 62 49 1 4 1 20 4 1 7 3 845 16 53 70 1 4 1 19 4 1 7 3 1200 17 12 70 1 4 I 19 4 1 7 3 1345 10 12 70 1 4 1 19 4 1 7 3 1545 9 107 75 1 4 1 19 4 1 7 3 1630 18 107 75 1 4 1 19 4 1 7 3 1800 3 34 49 1 4 1 20 4 1 7 3 1900 1 40 49 1 4 1 20 4 1 7 3 2130 11 40 49 1 4 1 20 4 1 7 3 FOR DAY # 4 (SECTION 3) S Y M CYC 90EARLY NI 6 9ONITE M2 6 78LATE NIG 6 83DAWN M2 90AVG M2 0 90PRE AM M 90A14 PEAR 110MID MORN 110NOON M2 110AFT 141 0 115PRE PM P 115PM PEAK 90POST PM 90AVG M2 0 90EARLY NI PATTERN SCHEDULE FOR 2366 N BAYSHORE & NE 14 ST FOR DAY # 4 (SECTION 161) TIME PT OFF NOW F Y R EWW F G Y R NSL Y S Y M CYC MIN: 14 9 11 1 5 0 5 0 29 9 4 1 7 11 1 4 1 10 3 6 80NIGHT 2! 530 4 20 29 9 4 1 7 11 11 4 1 10 3 7 90AVG 0/3 700 1 20 29 9 4 1 7 11 11 4 1 10 3 7 9DAM PEAK 900 4 20 29 9 4 1 7 11 11 4 1 10 3 7 90AVG 0/3 1100 2 21 29 9 4 1 7 11 11 4 1 10 3 7 90MID-DAY 1400 4 20 29 9 4 1 7 11 11 4 1 10 3 7 90AVG 0/3 1600 3 23 29 9 4 1 7 11 11 4 1 10 3 7 90PM PEAK 1900 4 20 29 9 4 1 7 11 11 4 1 10 3 7 90AVG 0/3 2200 6 20 29 9 4 1 7 11 1 4 1 10 3 6 8OAVG 0/3 PATTERN SCHEDULE FOR 2361 N BAYSHORE & NE 13 ST FOR DAY # 4 (SECTION 161) TIME PT OFF SW F Y WW F G Y S Y M CYC MIN: 8 10 19 2 0 5 0 8 10 4 7 19 2 4 530 4 21 20 10 4 7 19 18 4 700 1 21 24 10 4 7 19 12 4 900 4 21 20 10 4 7 19 18 4 1100 2 23 24 10 4 7 19 12 4 1400 4 21 20 10 4 7 19 18 4 1600 3 24 20 10 4 7 19 16 4 1900 4 21 20 10 4 7 19 18 4 2200 6 21 20 10 4 7 19 18 4 6 54NIGHT 2/ 7 82AVG 0/3 80AM PEAK 7 82AVG 0/3 8074ID--DAY 7 82AVG 0/3 80PM PEAK 7 82AVG 0/3 7 82AVG 0/3 • 0 • Appendix C FDOT's Quality/LOS Handbook Generalized Tables & Downtown Miami DRI Increment 11 Transit Ridership TABLE 4 - 7 GENERALIZE© PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW uIG1 VAYS Level of Service anes Divided A B C D L- Undivided 100 340 670 950 1,300 2 Divided 1,060 1,720 2,500 3,230 3,670 Divided 1,600 2,590 3,740 4,840 5,500 STATE TWO-WAY ARTERIALS Class 1 (>0.00 to 1.99 signalized intersections per mile) Level of Service Lanes Divided A B C D E Undivided ** 220 720 860 890 Divided 250 1,530 1.8I0 1,860 *** Divided 380 2,330 2,720 2,790 *** Divided 490 3,030 3,460 3,540 *** :lass II (2.00 to 4.50 signalized intersections per mile) Level of Service roes Divided A 13 C D E Undivided ** 100 590 810 850 2 Divided ** 220 1,360 1,710 1,800 Divided ** 340 2,110 2,570 2,710 Divided ** 440 2,790 3,330 3,500 'lass 11I (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750,000) Level of Service apes Divided A 13 C D E Undivided ** ** 280 660 810 Divided ** ** 650 1,510 1,720 Divided ** ** 1,020 2,330 2,580 Divided ** ** 1,350 3,070 3,330 Class IV (more than 4.5 signalized intersections per mile and within primary city central business district of an urbanized arca over 750,000) anes Divided I Undivided 2 Divided 3 Divided Divided A ** ** ** Level of Service 13 C I) E ** 270 720 780 ** 650 1,580 1,660 ** 1,000 2,390 2,490 ** 1,350 3,130 3,250 FREEWAYS Interchange spacing? 2 mi. apart Level of Service Lanes A 13 C D E 2 1,270 2,110 2,940 3,580 3,980 3 1,970 3,260 4,550 5,530 6,150 4 2,660 4,410 6,150 7,480 8,320 5 3,360 5,560 7,760 9,440 10,480 6 4,050 6,710 9,360 11,390 12,650 Interchange spacing < 2 mi. apart Level of Service Lanes A 1i C D E 2 1,130 1.840 2,660 3,440 3,910 3 1,780 2,890 4,180 5,410 6,150 4 2,340 3,940 5,700 7,380 8,380 5 3,080 4,990 7,220 9,340 10,620 6 3,730 6,040 8,740 11,310 12..850 NON -STATE ROADWAYS Major City/County Roadways Level of Service Lanes Divided A B C D E 1 Undivided ** ** 480 760 810 2 Divided ** ** 1,120 1,620 1,720 3 Divided ** ** 1,740 2,450 2,580 Lanes Divided 1 Undivided 2 Divided Other Signalized Roadways (signalized intersection analysis) Level of Service A B C D E ** ** 250 530 660 ** ** 580 1,140 1,320 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of bicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage 0-49% 50-84% 85-100% Level of Service A B C D E ** ** 170 720 >720 "* 130 210 >210 *** 160 380 >380 *** *** PEDESTRIAN MODE (Note; Level of service for she pedestrian mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not the number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% A ** ** Level of Service 13 C D E ** "* 330 810 ** 520 990 120 590 >590 *** BUS MODE (Scheduled Fixed Route) (Buses per hour) Level of Service Sidewalk Coverage A B C 1) E 0-84% ** >5 >4 >3 >2 85-100% >6 >4 >3 >2 >1 - Source: Florida Department of Transportation 02/22/02 Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 http:7/wwwil.myllorida.corniplanning/systemsismilos/default.htm ARTE.RIALNON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIVIDED (alter corresponding volumes by the indicated percent) Lanes Median Left Turns Lanes Adjustment Factors 1 Divided Yes +5% Undivided No -20% Ivlulti Undivided Yes Multi Undivided No ONE WAY FACILITIES Increase corresponding volume 20% -5% -25% *This table does not constitute a standard and should be used only for genera] pkanating applications, fbe computer models from which this table is derived should be used for more specific planning applicarions. The table and deriving computer models should nor be used For corridor or intersection design. where more refined techniques exist. Values shown are hourly directional volumes for levels of scroce and are Cyr the automohiie'rruck modes unless specifically stared. Level of service letter grade thresholds ,to probably trot comparable across mode=_ and, therefore. cress modal comparisons should be made with caution. Furthermoae, combining levels of service of different modes into one overall roadway level of sertice is not recommended To convert to annual average daily traffic volumes, these volumes muse be divided by appropriate D and K factors_ The table's input vale defaults and level of service criteria appear on the following page. Calculations are based on planning applications of the Highway Capacity Manual, 0rovo1e L.05 Model, Pedestrian t,05 Model and Transit Capacity and Quality of Service Manual, respectively for the automobite'truck. bicycle. pedestrian and bus modes. *Cannot be achieved using table input value defaults. ""Nor applicable for that level of service letter grade. For automobile/truck modes. volumes greater than Level of service 0 become F because intersection capacities have been reached for bicycle and pedesrrian modes, the level of service letter grade (including F) is not achievable. hecause there is no maximum vehicle volume threshold using table input value defaults_ 97 • LEVEL OF SERVICE TABLE • CLASSIFICATION TYPE FOOT'S 2002 QUALITY 1 LEVEL OF SERVICE 1a PERSON TRIP LEVEL OF SERVICE A B f C D E A B C D [ E 780 — 0 0 0.35 0.92 1.00 CLASS 4 ARTERIAL 1LU 0 0 270 720 2LD 0 0 650 1580 1660 0 0 0.39 0.95 1.00 3LD 0 0 1000 2390 2490 0 0 0.40 0.96 1.00 4LD 0 0 1350 3130 3250 0 0 0.42 0.96 1.00 MAJOR CITY/COUNTY ROADWAYS (NON -STATE) 1 LU 0 0 480 760 810 0 0 0.59 0.94 1.00 2LD 0 0 1120 1620 1720 0 0 0.65 0,94 1.00 3LD 0 0 1740 2450 2580 0 0 0.67 0.95 1.00 MAJOR CITY/COUNTY ROADWAYS (NON -STATE) (21 1 LD 0 0 504 798 851 0 0 0.59 0.94 1.00 2LD 0 0 1120 1620 1720 0 0 0.65 0.94 1.00 3LD 0 0 1740 2450 2580 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. [21 FOR DIVIDED ROADWAYS, THE CORRESPONDING VOLUME HAS BEEN INCREASED BY 5°A. A8EE 99J9 MIAMI OM 1240071 61QT91C PM OM RIb9 136R50N.1RIr CA►4C77Y 4119701459E1175 R0 Bre —6 1113496V FesM 70 1 0114 FACR1TT TYRE9129 E3119TINC LANES but R011T49 961161196 11060WAT 9E0EMENTS BUS 40*11141 4440 R101046r PEN 11130111117t1 TOTAL 19 57(0C59NTP car, R 90445 RER4 •«--.•.f. .111 -.. .31 .. son} EO NE 54 STREET NE 4451RET NR 41O 1 16 67 97 i1 ye. Y 47 71 77 136 94 C 4 T 339 58 3 16 67 93 66 69 T 3 -I O 7441 NE 46 STREET 1.195 199 410 3 16 62 93 IT 9q 71 106 339 59 2 14 67 93 I 66 69 53 IRS I 741 I.195 NE 36 STREET 749 410 3 16 62 93 1 111 99 71 106 339 58 3 r6 67 93 94 69 13 700 707 NE 36 STREET NE 79 5T9EE3 149 610 3 16 36 67 93 1 ? 111 99 37 21 706 t52 573 Se 3 16 36 42 13 95 95 95 7 j 6E 69 70 13 700 0 146 416 NE re STREET NE 20 STREET NO 45D 3 16 36 62 93 1 711 99 32 71 106 182 573 58 3 16 34 67 93 95 95 95 T 66 69 20 13 100 0 16e 416 NE 70 STREET NE 19 STREET N9 4L0 3 16 36 62 93 3 111 99 37 71 106 757 573 SR 3 16 36 62 93 95 15 95 T 64 69 79 13 100 0 1.6 176 NE 19 STREET NE 155TREE3 449 430 3 37 36 62 93 T !71 1e 32 21 106 152 617 59 3 12 36 67 93 95 95 95 ' T 54 16 32 17 100 16 144 393 NE ISSTREET NE I+ STREET 019 40 3 46 67 91 T I 111 0 71 106 790 152 871 59 3 46 62 93 95 95 95 T 45 1 13 76 1e 200 137 4195 NE 14 STREET HE 13 STREET N9 610 3 76 44 51 93 0 5 j 111 99 0 57 104 96 290 752 591 I9 46 Si 93 95 95 95 { C 5 45 42 1 52 76 t6 77 200 506 NE 13 STREET 1.395 N9 610 3 19 41 57 93 0 5 # 171 99 0 32 100 96 MO 746 5e 3 76 4e 57 93 95 93 95 C S 45 •2 1 52 6e 16 77 200 49.6 1-395 NE 6 STREET N9 4L 3 16 1e Si 93 0 S k 111 99 0 57 too 46 790 748 59 31. 3 16 46 51 93 93 99 95 C 5 45 42 1 57 6e ie 77 700 496 NESSTREET NE1STREET N8 61.0 3 19 49 51 93 C 5 H 7s a 52 90 96 710 677 so 3 16 +6 sl 67 95 n 95 C S 45 47 7 57 6e 19 63 200 465. NE 35TREET NE 1 STREET MI 61.0 3 16 46 51 93 95 9$ 95 C S 64 T5 a 44 40 75 795 6117 58 3 16 46 93 95 96 95 C 5 30 1 57 60 19 67 170 3314 NE I STREET 5E 1 STREET NO 9L0 3 11 16 4477 51 93 95 95 95 6 5 H 740 75 0 4e 47 60 161 75 775 1,106 SR 46 93 1 90 61 SE 15TREET SE 7510EE3 748 6L0 95 95 95 *67 Ie7 SR 5E 7 STREET SE 4 STREET N9 210W 95 95 95 117 167 3 4V9N14E,N147C89 .l 61060046 9 19 24 37 44 51 95 6 K 1 NE205TREE7 NE I9 STREET N9 4LL1 9 16 37 132 44 +6 116 59 9 10 37 77 20 27 119 NE 19 STREET NE 14 STREET NEI 431.1 59 9 10 66 1e $1 NE 14 STREET NE 11STREET 1149 CA1 58 9 10 K T 66 55 96 176 316 NE 13 STREET 1-395 se 36. 9 10 K 7 € 66 5e 96 126 AM 1.393 NE 3 STREET 5e 33. 9 10 K 7 44 16 96 125 306 NE 35TREET NE 1 STREET SR 3l 9 10 51 K T 64 12 5? H 104 361 NE 1 S3REE7 FLAOLER STREET 58 3L K T 44 106 192 TLAG1ER STREET 5E 1 51REE7 Sb 3t 5E 1 5TREET 5E?STREET Se 13 74 9 74 72 65 5E 7 STREET 5E 4 STREET 59 44 14 46 0 74 6 T7 94 5£ 4 STREET SE a STREET N9 ?l 74 4e 45 95 95 9 97 6 *17 90 365 59 3L 74 46 9 66 3 74 115 SE6STREET SW 13 STREET NR 410 74 46 8 66 a 144 240 09 24 46 9 97 3 26 779 5w13 STREET SW75 ROAD N9 4l0 46 R 6 144 156 5e 4e 9 7 7/ 76 SW 15 ROAD 13+CKEN&9CKER CSW/7 Ne 410 46 8 1 6 137 116 SB 49 9 6 11 22 E 1 400514E 7 6 7 6 9 1a K 1 NE 11 S1REE1 NE 14 STREET N9 71..13 6 5 10 4 132 96 144 58 NE 11 516EET 1.396 N8 31 6 9 10 9 T 4 112 46 156 17S 411 1.395 NE 6 STREET N9 ll 6 9 10 K T 1 138 49 117 132 434 NE1STREET T1AGLER STREET N8 3L 2 6 7 6 9 106 7 06 4 74 46 774 46 76 124 574 71401ER STREET 5E +STREET N9 30 2 6 1 1 9 10 K 7 40 2 33 66 66 49 76 76 105 SE 1 STREET 5E 75TREET N9 31 s e ° I lil I 7 i 66 .._...1... 64 48 SOURCE KEITH16NO SC1.4144R5 12 A 970 970 970 9T1 970 970 1477 7761 1 472 7,757 1477 2.752 5469 2.719 5,079 1 00e 1,701 2.484 1 706 7.486 1 706 2,466 1,706 7454 7.4n6 2.220 3.434 306 7e0 760 0 361 ' 0 770 9 366 0 2 311 0 366 077n 0 365 0 166 0 366 0 715 0 355 0 3115 0 301 0 170 0 660 076a 5 441 0 106 043R ao 9436 0 700 0 397 0 197 0 264 0 177 0 322 0199 8240 0 240 713, 0 775 7131 0 167 Ste a 1.67 070 0 706 1 070 0 766 1 070 7.330 567 536 566 1.146 666 566 569 506 3710 306 306 674 1,726 0 246 0 279 0 34a 0 164 0 166 0 711 31203 0 474 0 710 0 510 tl 065 0 451 0 077 0 773 0 342 1,216 0 354 2, 7141 0 773 2114' 019? 534 0177 N 1T39ANpL6674a10.9ECT 54200+11671e7T#RL E 5111 MR TR114 AB0 1U!0ATE ik11117111G ► A Cie 144416R 2IA9 RNON•TR1► CA►4CVTY A;µG41YlIRD 70- R040WAv EACtLITY TYPE E10111NTc BUS 14048E1 SERVING NOAflM1A 71 -...... We 4017TFS AND R10ER144►►EN SEGEMILWE _.._.... T T TOTAL DM 6019 NiO ERN4M CA►Ac1YY ►ERIpNF ERA04f8F-we fNO44 i0 MR LAN[5 ... ... _.-. 7Av 70 57 REE7 NW 17 STREET NA 7lU ce w tw9 17 STRE ET N145'IREE7 Sa NO Se 7LU i 7 2t 1 71 '1476 51 i I ` 1s6 e4 77 77 46140 ,44 559 140 559 4 0254 0750 nypg 1t 1wv 14 STREET NWS STREET Ylu 21 j I I is i t6 1 t4 0 152 1 1Y4Vv95TR£EI Nw557REET SMI A N8 31 i i { 11 C t+w5814EE/ Swt STREET NB 21. OE 32 STREET �� 77 195 4136 NE 7AVE N4E N PAMPA AVENUE EB WB 7LU 17 I, 76 77 195 0057 N I *511 AVENUE NW 3 AVENUE £8 tlU 17 27 IF 19S 00117 f NW AVENUE 1.95 BE 1111l55TN **'rIA>4 ClCAW!4AW BISCAYNE15BAVS1{OBE ORIvE 8A45140RE DANE BISCAYNE 'AND wB EA we EA YY8 E8 we 414 7tD 7L0 37 32 37 A A 37 37 36 46 46 A A 16 7> 16 77 16 16 76 37 41 0 1 A 74 76 74 14 77 Itl 74 19 74 01 197 195 45 45 546 710 0 17tl 0092 0 533 0 400 0176 0131 4A5CAYNE 11490 N WAN. Avf0A1E E8 711.1 We 14E14272E13 8AY511ORE DRIVE 875GAYNE 8690 EA W8 4141 1 16 16 5t 51 67 62 C G 4 A 12 114 5 5 T 1 77 93 7 3 45 16 99 46 ^J7 16 5% 57 57 67 11 71 93 76 C 75 77 R 117 96 44 66 14 S 775 200 T 187 117 846 774 100 7002 2,779 007 0421 0710 0419 1 4VSCAVNE 84v0 NE 1 AVENUE EA WA A.00 It 4( 141 74 7 T 1 770 46 40 14 776 126 736 46 667 130 0 349 0 354 1 C NE 1 AVENUE N 441AMA1 AVENUE EA w8 71.4 IL hi14 14 *5 710 I10 0 100 03'50 E{ N441.0.R ANEW* FAN AVENUE E8 W8 71U M Al 66 46 14 f6 11 114 130 0102 445 0 756 1 Nw 2 AVENUE YAM 3 AV ENI4E raw 3AVE RUE 7-95 EA We7 E.P we 73.1.1 It 2 N M 776 4 742 445 4 379 NE 110304EET ION }AVENUE 1.95 w8 ]L 74 71 16 to 1,4! 7710 14E 14 STREET N3 Av£N0E PIS V4 EA 74 71 21 54 54 , 111 EE Dare NE 6 9TR1411►0RT R04LEVARD 7 7 6 21 747 E 02 00197 841054E 91SCAYNE 81v0 E8 6iD BISCAYNE BLVD NE I AVENUE WA w8 71 0 213 NE 1 AVENUE N MA7M AVENUE w8 71. 2 7 4 15 66 46 ISA 666 570 0270 i N14444, AVENUE ARV 1 AVENUE ! >7a1' 1 AvE1aUE 11W 1 CI v4B Y48 2L h 7 7 75 6A 141 1 NW 1 CI NW 2 AVENUE VYB 7L 7 75 75 115 309 0 726 0427 NW 7 AVENUE NW ] AVENUE We 71, 7 71 76 54 1311 PAN 1 AVENUE 1.95 w8 71. 7 71 78 54 432 709 0 477 21.17198169EAARPIA0IECT5170014117120TA84E 41114111 7ECR 41 so4RCE AEON AND 9C404ANS. P A • DCIMIRTORVN WAN DPI UPDATE EX1ST1440 AM AND PM IETRORAR AND iETNOMOVEII RRIERI IP AND PERSON -TRIP CAPACITY ASSIGNMENT •1-..311, w r ROADWAT FROM TO ._ FAC1LFI Y TYPE EXISTTNC LANES METRO- RAIL 111 % 121 PEAK CAPACITY PERSONS PRE PEAK -Tdi AL. RIDERSHIP (PERSONS AM PEAK METRO- MOVER (]} % {Sj PM PEAK AM ' K _- AM • !!IC _ PM YIC flu, RIDERSHIP (!,,!!SONS) AM VIC PEAK CAPACY'IY IPERSiONSJ TOTAL RIDERSHIP (PERSON) PM VR RIDERSHIP (PERSONS 1€'0IR SRSCAI'NE SLVD NE 54 STREET NE 46 STRET NO 4L0 S8 NE 46 STREET 1-195 NB 4LD SB 1.195 NE 36 STREET NB 41.0 S8 NE 36 STREET NE 29 STREET NB 41,0 S8 NE 29 STREET NE 20 STREET NB 4L0 58 NE 20 STREET NE 19 STREET NB 4113 SB NE 59 STREET NE 15 STREET NB 58 4L0 NOV 50% 50% 960 960 44 53 0,046 0.055 57 50 0.059 0.052 NE 15 STREET NE 14 STREET NB SB 41.0 MM2 50% 509E 960 960 44 53 0.046 0 055 57 50 0.059 0052 NE 14 STREET NE 13 STREET N8 SB 6L0 #9.12 50% 50% 960 960 44 53 0.046 0.055 57 50 0.059 0.052 NE 13 STREET 1-395 NB Se 6LD Ir1M2 50% 50% 960 960 44 53 0.046 0.055 57 50 0059 0.052 1.395 NE 6 STREET 148 SB 4L 3L M642 50% 50% 960 960 47 69 0-049 0.093 61 53 0 064 0.055 NE 6 STREET NE 3 STREET NB 58 BLD 3.2 2 50% 50% 960 960 91 70 0.095 0.073 88 68 0 092 0.071 NE 3 STREET NE 1 STREET NB SB 8L0 MA11 50% 50% 1,440 1,440 63 56 0.058 0.039 81 56 0.056 0.039 NE 1 STREET 5E 1 STREET N8 SB 810 1.4641 50% 50% 1,440 1,440 74 60 0.051 0.056 80 57 0056 0.010 ' SE 1 STREET SE 2 STREET NB 58 81.0 NW 50% 50% 1,440 1,440 106 73 0.074 0.051 102 76 0.471 0053 SE 2 STREET SE 4 STREET NB 2LOW 4,44.11 100% 2,880 211 0.073 203 0.070 NE 2 AVENIEIBRICKELL AVENUE NE 20 STREET NE 59 STREET NB 4LU S8 0.73f NE 19 STREET NE 14 STREET NB 58 4LU k MM2 25% 25% 480 480 22 26 0,046 0,054 113 100 0.20f 0.231 NE 14 STREET NE 13 STREET NB SB 4LU 141M2 75% 25% 480 460 22 26 0.046 0 054 113 100 0.205 NE 13 STREET 1-395 SB 31.. MM2 50% 960 53 0.055 100 0.10( 1-395 NE 3 STREET S8 3L MM2 50% 960 70 0 073 136 0.14: NE 3 STREET NE 1 STREET 58 34 i M511 50% 7,440 56 0.039 111 0.0T. NE 1 STREET FLAGLER STREET Se 3L MM1 5011. 1,440 80 0.056 114 0071 FLAGLER STREET SE 1 STREET r SB 3L j MM1 50% 1,440 80 0.056 114 0.07 5E 1 STREET 5E 2 STREET SB 3L 641-.47 50% 1,440 73 0.051 151 0.10 SE 2 STREET SE 4 STREET 58 4L MM1 100% 2.860 146 0.051 151 0.05 SE 4 STREET SE 8 STREET N8 58 2L 3l, MM2 50% 100% 960 1,920 164 360 0.171 0.196 316 344 316 0.32 0.17 0.32 SE B STREET SW 13 STREET NB 55 4L0 MR4 25% 25% 1,463 1,463 276 692 0 189 0,473 813 256 0.556 0.175 HM112 50% 100% 960 1,920 164 360 0.171 0.188 344 0.17 0.17 SW 13 STREET SW 15 ROAD NB SB 410 MR4 25% 25% 1,483 1,463 276 692 0,189 0.473 613 256 0.556 0.175 MM2 50% 50% 960 960 85 97 0.089 0.101 163 185 0.59 SW 15 ROAD RICKENBACKER CSWY NB BL 410 L ii 3 SOURCE: KEITH ANO SCHNARS. P.A. N:1TRANPSJWIPRO,IECTS'2001S167161TASLESl11MATNIX W! • Oils i Pr, ,?,,k, Apo ma METRORAIL AND ME11711388CATe RIDENTWP -,1 PERSON-7'8.W C,15',.7.<C11°` A.S.WMENT 2.9±.Y.:_2001 =--- ...._. . MO.. .------'-' -- --------''''=iA3g7KA.NSr%VelkAgAir'------ : I . FACILITY VI MPM !'.?-3 f2E.PM PEAK '4 POADWAY 1 EXA-11Ws; i4.7.7e0- , PgO141 TO tIlk 1,,A`,,,:: • SiREET NW 6 STREET NW 5 STREET NW 3 STREET NIN 1 STREET SW 1 STREET SW 2 STREET SW 7 STREET SW 8 STREET SW 17 STREET SW 13 STREET NW 3 AVENUE NW 20 STREET Altle -3 S7',TET NW 1ST8EEr NW 3 STREET toy STREET SW 1 STREET SW 2 STREET SW 7 STREET SW 8 STREET SW 11 STREET SW 13 STREET SW 15 ROAD NW 17 STREET NW 17 STREET NW 14 STREET NW 14 STREET NW 9 STREET Nw 9 STREET NW 5 STREET NW 5 STREET Sw 1 STREET NE 20 STREET NE 2 AVENUE N. %NANO AVENUE N MIAMI AVENUE NW 3 AVENUE NW 3 AVENUE 1-95 NE is sTREETNENETIAN CSva BISCAYNE ISLAND BAYSITORE DRIVE BAYSHORE DRIVE BISCAYNE BLVO BISCAYNE ELVO N MIAMI AVENUE Se 140 SO NB NB Se NB SE 146 Se 1413 Se 145 se NB SB 146 SS Ne Se Na Se Ne 58 NB NB Ea We ER WB EB WB EB WB 66 WEI ER WEI 21.0 210 2L iL 2L IL 4LU 2LU ILU 2111 21.1) 4LU 21.1) 2Lu 2LU 3L 2L 21.1) 4LU 41.0 2LD 2L0 2LU MR.7 MR2 50% 25% 50% 25% :',..g.L.:.=' FAA- ,:::. :;:':...,. 1 1.24'.,.`i', ,-:, ,C,..•.,. , . ,,,,,g3-2.• 657. C.:, :•;,'..'. : 2J:',5 • `.7 ',7. . 1,201. 4.:Q. 1.463 W. '...,,.,?:,1. . 2M ,',..Y175 2,925 665 1:.1.2".1.'.5 1,255 5-135 1.463 652 0.473 255 5.175 2,925 696 0.235 1,255 0.430 1,463 692 0.473 256 0.175 MR3 25% 1,463 261 0.192 25% 1,463 6920,473 1053 25% 1,463 2611 0192 25% 1,463 m54 25% 1,463226692 00:410973 25% 1.463 692 0,473 MR4 25% 1,463 25% 1,463 276 09;9 692 3 776 0.530 250.530 0175 776 256 0.175 813 0.556 61325600:500175 256 0.175 SOURCE: KERN AND SCHWAS, P.A. NATIMNIPWAPROJECTS2D31%167161ABLESt INLATRIX.W1 • Pogo 1 of 1 TABLE 21.A7 DOWNTOWN MW43 DR] UPDATE PERSON -TRIP VOLUME ANO CAPACTTY EXISTING CONOIi1ONS MATRU( RDAOWAY Y00E r MASS TRANSIT MODE _ _, SEGUE ._m MIAMI ADOP- (1] [21 ROADWAY T31 PERS-TRIP CAPACITY 141 ROADWAY (61 PERS-TRIP VOLUME T01 EXCESS PERSON [71 ROADWAY PERSON 1e1 8U5 PER•T1tW 101 MOVER PERS-TRIP [101 RITE. PERs-Thep (t1] TOTAL TRANST 02) TRANSIT PER504,1-TR3p VOLUME [13) TOTAL TRANsii PERS 11t1_ TRANSIT 0ER&•TRIP EXCESS (16) SEGMENT PER50N TRIP pc SEGMENT PER608 7RP BUS .,.MOVER METRO- METRO- RAIL. ROADWAY FROM TO DM TEO LOS ORRE30PVEHICULAi4 TYPE CMAC€TYI, 44pPV. 1,E HICU VOLUME 4ppV. 1.4 TRIP CAPACITY TRIP �IOS CAPACITY LO _...LOAD=€, CAPACITY CAPACITY LOAD PERS-TRIP CAPACITY GLUME CAPACITY CAPACITY VOLUME_ _ NB SR E E _. i L5 1.810 i 4810 _ 2.896 2,896 1321 1850 1,429 2,590 1,467 306 0.49 0.89 C 0 920 920 329 923 169 243 . 163 243 169 751 677 761 3.510 3.616 3,816 159E 2,83E 2.17: f BLSCAYNE BLVD NE 54 STREET NE 46 STRET NE 46 STREET 1-196 NB 56 E E 15 1,610 1.610 2.890 2.e96 1,431 2,046 2.003 2,604 e93 32 0,89 0.99 D E 920 920 920 920 469 243 243 333 677 581 3,016 3.018 3,107 2,203 1.195 NE 36 STREET 98 58 E E LS 1,810 1,810 2,896 2096 1,334 1,589 1,868 2.225 1,928 674 0.65 0.77 C 0 920 920 920 920 339 246 248 523 672 949 3846 4.368 2,479 2,391 NE 36 STREET NE 29 STREET NB 56 E E LS 1,810 1,810 2096 2,896 1,334 1.569 1,860 2.225 1.028 671 0.65 0,77 G D 1,472 2.252 1,472 2,252 523 416 446 523 1,636 949 8148 4,272 2.641 3,204 96E29 STREET NE 20 STREET 148 56 E E LS 1,750 1,750 2.800 2,e00 4945 890 2.881 1.246 119 0.96 1,554 0,45 E 0 1,472 2.252 1,472 2,252 523 416 416 523 4.036 943 6,052 4272 1,669 2,77f NE 20 STREET NE 19 STREET NG 56 E E LS 1,750 1.750 2,800 2.800 1.606 970 2.247 1,368 553 4,442 0.00 0.49 0 D 1.472 2,252 1,472 2,252 523 416 416 486 1836 1,943 5,052 5.229 17'74 2,945 NE 19 STREET NE 15 STREET NB SB E E HS 1,750 1,760 2 800 2,800 1.759 1,262 2,463 1.753 337 7,047 0.88 0,63 E D 1.463 2.249 960 960 2,429 3,209 442 383 44 53 436 722 2.773 1,266 6,000 4768 2.785 3,06E NE 155719EET NE 14 STREET NB 88 E E HS 1,750 1,750 2600 2.800 1,674 919 2,344 1.287 456 1,513 0,84 0.46 E 0 1,028 1808 960 960 1,988 276e 678 485 44 53 536 796 2,2301 1.870 5.568 6,762 1.82E 3,14( NE 14 STREET NE 13 STREET NO 58 E E HS 2,50a 2,560 4,096 4,096 1,674 919 2,344 1,207 1.752 2,009 0.57 0.31 0 0 1,706 2,486 960 960 2,666 3446 752 506 44 53 560 792 2,887 1.874 7,542 6,762 1.84E 3211 NE 13 STREET 1-395 NB SB E E HS 2,560 2,560 4096 4,096 1,731 1.697 2,423 2,376 1,673 1.720 0.59 058 0 0 1,706 2.486 960 960 2.666 3,446 748 499 44 53 551 428 2,096 3,016 7,542 8470 2,023 2,432 1-395 NE6STREET NB SB E E HS 3,440 2.560 5.024 4,096 1,432 3,506 2.005 2.10e 3,049 1,988 040 0.51 0 D 2,466 1,706 360 960 3,446 2666 367 396 61 53 451 768 2.215 1098 6,762 7,690 2.55E 3.14: NE STREET NE STREET NB SB E E HS 3,440 3,140 5.024 5,024 1.690 746 2,374 1,044 2,660 3,900 0.47 0.21 0 C 1706 24E16 960 903 2.666 3446 677 485 91 70 559 740 2,887 3,186 8,470 6.950 1.501 3,11, NE STREET NE I STREET NB SB E E HS 3,140 3,140 5.024 5.024 1,636 746 2.374 1p44 2650 3,980 0.47 0.21 D C 2486 2,2.26 1.440 1,440 3.926 3666 657 394 83 56 74 450 7.140 3,216 3,694 8,690 9,890 1.491 3,761 NE! STREET SE 1 STREET NB 98 E E 145 3.746 3,140 6.024 5.024 1.847 861 2.588 4205 2438 3,819 0.51 0.24 6 C 3434 306 4440 1,440 4.074 1,746 4,106 61 90 141 233 1,605 4,927 5770 7,244 1,341 2 871 5E 1 STREET SE 2 STREET NB 58 E E 945 3.140 3,140 5.024 5,024 1,847 061 2.586 1,205 2,436 3.819 0.54 0.24 D C 780 1,440 1,440 2.220 1.440 107 406 73 203 73 203 1367 2.677 6.464 6.144 1,271 2.731 SE 2 STREET SE 4 STREET NA E.20 HS 2.040 3.264 1,807 2,533 734 0.76 D 2880 2.880 NE 2 AYENUE/BRK:KELL AVENUE NE 20 STREET NE 19 STREET NB S9 E E L5 1 645 1,615 2,584 2,584 731 512 1,023 717 1,564 1,867 0.40 0,28 0 C 713 713 713 743 198 119 22 19e 119 22 515 594- 456 3297 3,297 3,064 1.2<^^- 634 1,04 NE 19 STREET NE 14 STREET NB 5B E E HS 1.615 4.615 2.584 2.584 731 512 1.023 747 1,561 1.887 0,40 0,28 0 C 546 480 480 k80 998 54 26 22 110 22 888 458 3,562 3,004 82: 1,041 NE 14 STREET NE 13 STREET NB 56 E E HS 1,645 1.615 2.564 2,584 731 512 1,023 717 1,561 1,807 0,40 0.20 0 C 1.070 480 460 480 1,550 308 26 100 334 384 1,218 1,646 4,434 6,942 1,05. 1.969 NE 13 STREET 1,335 SB E+20 945 3370 4,942 1.127 1.578 3.334 0.32 D 1070 960 2,030 264 1.336 NE 3 STREET SR E.20 HS 3,070 4.312 671 939 3.973 0,19 0 1,070 360 2,030 254 136 420 1 640 6.942 1,351 NE 3 STREET NE 1 STREET 56 E.20 95 3.070 4,912 671 039 3.873 0,10 C 1,330 1,440 2.770 234 111 345 2,425 7,682 1,28 1.14. NE 1 STREET FLAGLER STREET SB E.20 HS 3,070 4,912 671 939 3,973 0.49 C 552 1.440 1.992 86 114 202 4.790 6,904 FLAGLER STREET SE 1 STREET SB E.20 HS 3,070 4,912 671 939 3,973 0.19 C 1.440 1,440 114 114 1,326 6,352 136 1,4= SE 1 STREET SE 2 STREET SB E+20 HS 3,070 4,812 671 939 3,973 0,13 C 1,316 1.440 2,756 351 151 502 2254 7,666 1,481 5E 2 STREET SE 4 STREET ' 56 E+20 HS 3,770 6032 671 939 5,093 0.16 C 1.346 2,880 4.226 370 151 521 3,705 10.258 SE STREET SE6 STREET NB SB E 5 HS 1.700 2,500 2,720 4,096 4,197 1,340 1676 1.876 1,044 2,220 062 0.46 D 0 4346 566 960 1920 2.306 2,466 365 115 240 164 360 464 276 523 475 680 1.777 2.011 2,309 5,026 6.582 5,709 2.20' 235 4,73. SE 11 STREET SW 13 STREET NB SB E E I15 1,700 1,700 2,720 2.720 796 1,345 1,114 1,983 1,606 837 0.41 069 0 0569 566 960 1,920 1.463 1.463 2.380 3,949 119 150 360 85 692 276 1.171 517 2.778 2,212 6,669 5.449 3055 1,30 SW 13 STREET SW 15 ROAD NB SB E E HS 1,700 1,700 2,720 2,120 603 1,476 644 2,066 1,876 654 0.31 0.76 0 0 306 306 960 960 1,463 1,463 2,729 2729 26 138 97 692 815 138 1,944 168 5,449 3,026 2,88 1,27 SW l5 ROAD RIC4CENBACKER CSWY NB SB E E LS 4700 1,700 2,720 2.720i 344 1,764 1.134 1,910 1,580 610 070 O70 D D 306 306 E 306 306 221 22 254 3.026 1,93 NT TOTfAL . I171 (ya( SEGMENT SEGMENT PEtts-T8i5 PERSON EXCESS _TRWI CAPACiFYi VIC LO6�' 5 4 2,200. 98316 0.7441322 1.644 0560 709 0,614 1,009 0,578 1,343 0648 1.977 0,547 2,507 0,5i3 1.068 0,750 3,390 0,329 1,502 R648 3,278 0,351 2,260 0.564 3,020 0.364 4,722 0.640. 2,743 0.328 3,622 0,464 5,696 0.245 3,547 0,475 4,615 0.368 8 a37 0.287 4,203 0.376 4.54e 0.409 6,867 0.189 5,938 0.348 7,194 0.172 6,132. 0.360 5,424 0.199 4,365 0.397 5.186 0.196 3,411 0445 2,076 0.370 2.461 0254 2.019 0,341 2755 0,231 , 2,019 0.341 3083 a.254 4,980 0.283 5,583 0.166 6,398 0.187 5.7631 0.166 5,299 0.186 0.227 0.168 8.738 0.142 2,821 4.234 3,915 3.615 4,088 2,568 1.754 1,094 0.439 0 357 0.314 0.458 0,250 0.529 0,420 0,636 0 C 0 C C C C ❑ 0 D E3 D 0 1, 0 U C 0 ❑ C 0 c C D C 0 C C 0 C C C 0 ❑ 0 0 0 D 0 N:\TRANPLANIPROJECTS320D I1167161 TABLES112MATRIX. WK4 SOURCE: KEITH AND SCHNAPS, P.A. • • Pew 4CT1 TABLE 21.A7 DOWNTOWN MIAMI DRI UPDATE PERSON -TRIP VOLUME AND CAPACITY EMS-TING CONDR ONS MATRIX 23-Nar-04 �, , 2r, wwwti wwwuswwww wSilt uiwm wwwwwwwww www wwn 8 '. u w w w w w w u 1t w .. -_2 _-. _ _..,....._ R ROADWAY MODE . .,-_ _..�� -�..,.._. .,_......- �...,,,,.._ � � MO _._. F __,..,.,... (13) 1141 1}6� .� 11 i,.. ... _ _.€Bi - IS� .. ..... ��� (10) 1111 112i 111 1 1 3 1 1 PERS-TRIP 4 I 1 ISi PERS-TRW EXCESS ROADWAY BUS MOVER HAIL TOTAL TRANSIT PERSON -TRIP VOLUME TOTAL TRANSIT SEGMENT PERSON SEGI PER kk ROADWAY :ORRIDO ROADWAY EHICU CAPACITY MPPV: ROADWAY V£HICU VOLUME 'POPPY., PERSON TRIP PERSON �`TRI_ PER -TRW CAPACITY PERS-TITS' CAPACITY PERS-TR8' CAPACITY TRANSIT PERS-TRIP TRANSIF' PERS VOLUME PERS-TRIP EXCESS CAPACITY FRP CAPACITY TF VOL METRO- MOVER METRO- RAIL FROM TO DM TYPE CAPACITY 1,6 VOLUME 1,4 CAPACITY WC LOS LOAD. LOAD. LOAD. CAPACITY NUS __ � NW 3 AVENUE .._.-. NW 20 STREET NW 17 STREET 11W 17 STREET NW 14 STREET NB S8 NB SB 1,250 1.280 1,280 1,280 200 204 200 204 260 286 280 286 1000 994 1,000 994 0.22 0.22 0.22 0,22 C C C C 559 559 L$ 800 800 800 800 559 559 198 140 198 140 56 361 419 56 1,280 1,280 1,839 1,839 1,394 NW 14516EE1 NW 9 STREET NB SB 15 800 800 1,280 1,260 200 204 280 286 1.000 994 022' 0.22 C C 114 114 114 114 58 18 18 96 1,394 4,612 NW 9STREET NW STREET NB 3,070 4,912 1,102 1,543 3,369 0.31 0 NW 5 STREET SW 1 STREET NB 2,040 3264 1,102 1,543 1,721 047 0 3,264 NE 20 STREET 0.66 0 195 195 36 36 15195 14T5 NE 2 AVENUE N. MIAMI AVENUE E8 LS 600 1,280 600 B40 440 28 28 159 147 WB 900 1,280 491 687 593 0.54 D 198 36 151 2,779 N. MIAMI AVENUE NW 3 AVENUE E8 WB LS 1,615 1,615 2.554 2584 600 491 840 667 1,744 1,897 0.33 0.27 D C 195 195 195 195 36 26 28 36 167 158 2.779 2,915 NW AVENUE 1-25 E8 WB LS 1,700- 1.700 2720 2.720 600 491 840 687 1,860 2.033 031 0.25 0 C 195 195 195 195 36 28 25 167 2.915 NE 15 STREETNENETIMi CSWV BISCAYNE LSLANO SAYSHORE DRIVE E8 W8 LS 840 840 1,344 2344 304 322 426 451 918 893 0.32 034 0 0 45 45 45 45 24 10 24 19. 74 21 27 472 1,389 1,389 1,890 BAYSHORE MINE 62SCAYNE BLVO EH 969 LS Ls 840 640 1.344 1.344 340 345 476 483 668 661 0.35 0,36 2) 0 546 270 546 270 74 37 37 233 1,614 1,280 BISCAYNE 81..470 N. MIAMI AVENUE EB W8 B00 000 1.290 1,260 102 255 255 357 1.025 923 0.20 028 0 D 1,2801 NE 14 STREET BAYSHORE DARE BISCAYNE BLVD E8 WB L5 1.615 1615 2,584 2,584 212 105 297 147 2,267 2.437 0.11 0,06 C C 2,005 2739 2,008 2,739 546 774 846 774 206 1,162 1,965 396 4,592 5,323 3,266 BISCAYNE BLVO NE 1 AVENUE E8 W8 LS 1615 800 2,584 1,280 160 174 224 244 2.380 1.036 009 0. 19 C C 682 6821 682 662 286 238 238 46 444 84 1,962 2,714 NE I AVENUE N MAW AVENUE ER WB Ls 1,615 800 2684 1,280 160 174 224 244 2360 1,036 0.09 0.19 C C 1301 130 130 130 46 14 14 46 116 84 1,410 1,410 N MIAMI AVENUE NW 2 AVENUE EH WB ' L5 800 600 1,280 1.280 160 174 224 ` 244 1056 1,036 0.18 0.19 C C 130 130 130 130 46 14 14 114 116 331 1,410 1,725 NW 2 AVENUE NW 3 AVENUE EB WB LS 800 Bop 1,280 1,280 160 171 224 244 1,056 1,036 0.18 019 C C 445 - 445 , 445 445 114 142 142 303 1,725 1.280 NW 3 AVENUE 1,85 EB WB 800 800 1,280 1280 172 196 241 274 1,039 1,006 0.19 0.21 C C - 1280 NEIISTREET 3 AVENUE 1-95 WB LS 2.040 3.264 180 252 3,012 0.08 C 114 tid 16 if, 3,378NW 1 N£ 10 STREET NW3AVENUE 495 ! EB LS 2.040 3,264 133 186 3,078 0.06 G 114 114 54 54 60 3,378 NE 6 STREET2PORT BOULEVARD 4,096 E. OF PORT BRIDGE BISCAYNE BLVO ER WE 2,560 2.560 4,090 4,096 1,278 594 1,789 832 2,307 3,264 0.44 0,20 q C 214 214 2,666 4,096 7,792 BISCAYNE BLVD NE I AVENUE WO HS 3,070 4,912 654 860 4,052 0,18 C 2880 2,680 NE 1 AVENUE N MIAMI AVENUE WB HS 2.040 3,264 614 860 2,404 0,26 C 886 2,880 3,7681 189 214 403 3.385 7,032 N MIAMI AVENUE NW 1 AVENUE WB HS 2,040 3,264 614 860 2,404 0.26 C 510 2,860 3,390 141 214 355 3035 6,654 NW 1 AVENUE NW 1 CT WB HS 1 2040 3,264 614 660 2,404 0.26 C 2.880 2.580 214 214 2.666 6,144 NW 1 CT NW 2 AVENUE WB 15 2,040 3,264 614 860 2,404 026 C 315 316 75 75 240 3,579 NW 2 AVENUE NW 3 AVENUE We IS 2,040 3,264 614 860 2,404 0.26 C 309 304 132 132 177 3,573 E(3ilEMT'TCiTAL7�" 61 1171 I192 VENT SEGMENT SEGMENT SON PERS-TRW PERSON I 226 EXCE85 TRH YYE}CMACRY V901 lsi5, tea 286 47s 428 338 304 543 1,543 875 715 876 715 876 715 450 469 550 520 255 357 1,143 921 510 452 270 256 270 255 3:16 388 241 274 208 2,I0 1.789 632 1,074 1,263 1,215 1,074 935 902 1.06o 0.219 904 0.223 1,26i 0.760 1 413 0.232 1,056 0.242 1,090 0.218 3,369 0.314 I,721 0.473 599 0594 760 0.4415 1,903 2064 2,039 2,200 939 970 1,340 1 094 1,025 923 3,449 4402 2.756 1,460 2.444 1,152 1,140 1,152 1,347 1,339 1,039 1.006 3,110 0.315 0.257 0.301 0.245 0.324 0.338 0 291 0.322 0,199 0.279 0.249 0.173 0 168 0.246 5 099 0.183 0;191 0.143 0.196 0 224 0.166 0.214 c C 0 C 0 C 0 0 0 0 0 q C 0 1) 0 0 C O 0079 C 3,138 0.071 2.307 3.264 6.7 i8 5,769 5,439 5,070 2.644 2,581 0437 0 203 0.138 0. 180 0.183 9.175 0.261 0.278 C C C C C C C C N:ITRANPLANIPROJECTS220O1115716\TABLES\ f 2MATFIIX. W K4 SOURCE: KEITH AND SCHNARS, P.A. • 23-Mar-04 • TABLE 21.D1O DOWNTOWN MIAMI DRI UPDATE YEAR 2003 PERSON TRIP CONDITIONS ROADWAY FROM TO D€R MAN ADOP- TED LOS FACILITY TYPE EXISTING LANES AIM PM COUNT DATE [tl EXISTING PERSON TRIP V. MIME (2) T YR 2009 BKG PERSON TRIP VOLUME 131 COMMF TIED DEV. YR 2009 TOTAL BKG PERSON TRIP J [41 FUTURE PERSON TRIP CAPACITY TOTAL [51 BKG PERSON TRIP [61 1NC-1 PROJ. PERSON TRIP YR 2000 TOTAL PERSON TRIP VOLUME [41 FUTURE PERSON TRIP CAPACITY TOTAL 1 (5l TOTAL PERSON TRIP PRO.i. AS A %OF MAX SERVICE VOLUME _.— PROJ. TRIPS GREATE THAN 55 E YES/NO WC LDS V/C LOS i T T BISCAYNE BLVD NE 54 STREET NE 46 STRET NB E 4LD AM 07/18/1900 1,598 1,683 119 1,802 3,950 0.456 C 56 1,858 3,950 0.470 C 1.42% NO SS E 2.833 2.984 163 3,147 3,950 0.797 D 93 3.240 3,950 0.820 0 2.35% NO NE 46 STREET 1.195 NB E 4LD AM 09/12/1900 2,172 2,288 138 2,426 3,950 0.614 C 70 2,496 3,950 0.632 C 1.77% No SB E 3,107 3,273 195 3,468 3,950 0,878 0 1#6 3,584 3.950 0.907 0 2.94% NO 1.195 NE 36 STREET NB E 4LD PM 08/29/1900 2,207 2,325 325 2,850 3.950 0.671 0 180 2,830 3,950 0.716 0 4.56% NO 58 E 2,473 2.605 256 2,861 3,950 0.724 0 156 3,017 3,950 0.764 0 3.95% NO NE 36 STREET NE 29 STREET NB E 410 PM 08/29/1900 2.391 2,519 519 3,038 4,446 0.683 0 240 3278 4,446 0.737 0 5.40% YES SB E 2.641 2,782 410 3,192 6,678 0.478 C 208 3,400 6,678 0.509 C 3.11% NO NE 29 STREET NE 20 STREET N8 E 4L0 PM 05/01/1901 3,204 3,356 682 4,038 4.350 0.926 E 300 4,338 4,350 0.997 E 6,90% YES SO E 1,662 1,741 529 2,270 6,582 0.345 0 260 2,530 6,582 0.384 0 3.95% NO NE 20 STREET NE 19 STREET NB E 410 PM 08/03/1999 2,770 2,935 773 3,708 4,350 0.852 E 292 4,000 4,350 0.920 E 6,71% YES SB E 1,774 1,880 596 2,476 6,582 0.376 0 254 2,730 6,582 0.415 0 3.88% NO NE 19 STREET NE 15 STREET NB E 4LD PM 09/07/1900 2,949 3,107 620 3,727 5,3i0 0.702 0 315 4,042 5,310 0,761 0 5.93% YES 58 E 2,189 2,306 484 2,790 7,542 0.370 0 273 3,063 7,542 0.406 0 3.62% NO NE 15 STREET NE 14 STREET NB E 41_0 PM 04/1311999 3,066 3,249 845 4,094 4,942 0.828 D 240 4,334 4,942 0.877 E 4,86% NO SB E 1,825 1,934 648 2,582 7,174 0.360 0 208 2,790 7,174 0.389 0 2.90% NO NE 14 STREET NE 13 STREET NB E 6L0 PM 04/13/1999 3,140 3,327 1,099 4,426 6,804 0.850 0 412 4,838 6,804 0.711 0 6,06% YES SB E 1,846 1,1356 834 2,790 9,036 0.309 0 358 3,148 9,036 0.348 3 3,96% NO NE 13 STREET 1-395 NB E 610 PM 08/17/1999 3,215 3,406 1,313 4,719 6,804 0.694 0 749 5,468 6,804 0.804 D 11.01% YES SB E 2,927 3,101 990 4,091 9,036 0.453 D 651 4,742 9,036 0.525 0 7.20% YES 1-395 NE 6 STREET NB E 41 AM 05/11/1999 2,433 2,578 842 3,420 9,964 0.343 D 457 3.877 9,964 0.389 iJ 4.59% NO 58 E 31 2,559 2,711 1,263 3,974 6,804 0.584 D 760 4,734 6,804 0.696 0 11.17% YES NE 6 STREET NE 3 STREET NB E 8L0 PM 04/25/1901 3,142 3,291 1,138 4,429 7,732 0.573 D 495 4,924 7,732 0.637 D 6,40% YES SB E 1,603 1,679 861 2,540 9,964 0.255 C 429 2,969 9,964 0,298 0 4,31% NO NE 3 STREET NE 1 STREET NB E OLD PM 04/25/1901 3,114 3,261 1220 4,481 10,924 0.410 0 532 5,013 10,924 0.459 D 4.87% NO 58 E 1,494 1,565 920 2,485 10,676 0.233 C 462 2,947 10,676 0276 C 4.33% NO NE 1 STREET SE € STREET N8 E 810 PM 05/18/1999 3,766 3,990 965 4,955 11,764 0.421 0 390 5,345 11,764 0.454 0 3.32% NO 58 E 1,346 1,428 734 2,160 7,258 0.298 0 338 2,498 7,258 0.344 0 4.66% NO SE 1 STREET SE 2 STREET NE E OLD PM 05/1811999 2,879 3,050 547 3,597 9.176 0.392 D 292 3.889 9,176 0.424 0 3.18% NO 58 E 1,278 1,354 429 1,783 6.944 0.257 C 254 2,037 6,944 0.293 O 3.66% NO SE 2 STREET SE 4 STREET NB E+20 2LOW AM 06/29/1999 2,733 2,896 179 3,075 7,104 0.433 0 91 3.166 7,104 0.446 0 1.28% NO NE 2 AVENUE/BRICKELL AVENUE NE 20 STREET NE 19 STREET NB E 4LU PM 07/06/1900 1,221 1.286 636 1,922 3,111 0.618 D 360 2,282 3,111 0.734 0 11,57% YES SB E 836 881 529 1,410 3,111 0.453 0 312 1,722 3,111 0.554 0 10.03% YES NE 19STREET NE 14 STREET NB E 4LU PM 07/06/1900 1,045 1,101 647 1,748 3,064 0.570 0 397 2,145 3,064 0,700 0 12.96% YES SB E 827 871 537 1,408 3,405 0.414 D 345 1,753 3,405 0.515 0 10,13% YES NE 14 STREET NE 13 STREET NB E 4LU PM 07706/1900 1,045 1,101 524 1,625 3,064 0.530 D 345 1,970 3,064 0.643 D 11.26% YES 58 E 1,051 1,107 447 1,554 3,901 0.398 0 299 1,853' 3,901 0,475 0 7.66% YES NE 13 STREET 1-395 58 E+20 3L AM 04/25/1901 1,962 2.055 493 2,548 6,709 0.380 0 267 2,815 6,709 0.420 0 3.98% NO 1-395 NE 3 STREET 58 E+20 3L AM 04/25/1901 1,359 1,423 398 1,821 6,709 0271 C 197 2,018 6,709 0.301 D 2,94% NO NE 3 STREET NE 1 STREET SB E+20 31 AM 04/25/1901 1,284 1,345 438 1,783 7,917 0225 C 244 2,027 7,917 0.256 C 3.08% NO NE 1 STREET FLAGLER STREET SB E+20 31 AM 04/25/1901 1,141 1,195 461 1,656 7,328 0.226 C 244 1,900 7,328 0.259 C 3.33% NO SOURCE: KEITH AND SCHNARS, P.A, N:ITRANPLANVF'ROJECTS12001!167161TABLES112MATRIX. W K, • .1 • Pum3a7 TAIL.E 21.010 DOWNTOWN IMAM DW UPDATE YEAR 2005 PERSON TRIP COMMONS 20-Nw-2001 018 MIAI4I ADOP• TED I nq FACILITY TYPE E70S71NG LANES Jufl PM COUNT DATE III EXISTING PERSON TRW VOLUME 1-4 YR 2009 SN0 PERSON TRIP VOLUME 131 COW- TTS) DEV. YR 2000 TOTAL EKG PERSON TRW FUTURE PERSON TRIP CAPACITY TOTAL . ....,_. f5J 8KO PERSON TRIP __�.�,.._ Lam$_y 961 84C41 PROD. PERSON TRW .._.._... YR 2001 TOTAL PERSON TRIP VO4 UI ELnuRE PERSON TRIP CAPACITY TOTAL 151 TOTAL PERSON TRIP _......,,_---...... PROD. AS A % OF MAX SERVICE VOLUME �-, FRW. TRIPS GREA WAN 5% TYES/NOR9PF ROADWAY VC VIC LOB FROMTO NB SB wwwwWWwIJwwwwwwwWwwww wwIll R wwwwWWUUWw wwwwtw E 2LU PM 04124101 1,173 1.050 1.229 1,100 435 378 1,664 1,476 4,515 3,053 0.369 0.483 0 0 202 176 1,868 1.652 4,515 3,063 0,413 0.541 0 0 4.47% 5.76% 1.25% NO YES ;. NOO NW 11 STREET NW 8 STREET NW 8 STREET NW 6 STREET NB SS 2LU PM 0425,01 2,528 1,196 2.648 1.255 374 332 3.022 1,567 6.979 3.239 0.337 0.490 D 0 112 96 3,134 1,685 8,979 3,239 0.349 0.520 0 0 0 3.03% 1.10% NO NW 6 STREET NW 5 STREET NB 98 2L0 PM 04125101 2,446 1,055 2,564 1,105 364 324 2,926 1,429 8,857 2,807 0.331 0.509 D 0 97 85 3,025 1,514 8,857 2,807 0.342 0.539 D 0 3-03% 1.26% NO NO NW 5 STREET NW 3 STREET NB a8 2L0 PM 04/25101 2,448 1.150 2,564 1.204 374 332 2,938 1,536 8.857 3.427 0.332 0.448 D 0 712 96 3.050 1.634 8.057 3,427 0.344 0.477 0 0 2.86% 2.61% NO NO NW 3 STREET NW I STREET NB 58 21, 11 PM C425101 1,399 456 1,465 478 435 376 1,900 854 7,172 1,900 0.285 0.449 C D 187 163 2.087 1,017 7,172 1,900 0.291 0.535 0.647 D 0 8.56% 6.35% YES YES NW 1 STREET SW 1 STREET NB 08 2L IL PM 0425101 1,026 456 1,075 476 506 426 1,581 906 2,706 1,900 0.584 0.477 0 0 172 150 1,753 1,056 2,708 1.900 0.556 0 0 7.89% 5.80% YES YES SW 1 STREET SW 2 STREET NB SO 4LU PIA 04725001 967 913 1,013 956 294 223 1,307 1,179 2.584 2.584 0.506 0,458 0 0 150 130 1,457 1,309 2,584 2,584 0.554 0.507 0.711 0 0 5.03% 9.00% YES YES SW 2 STREET SW 7 STREET NB 58 2LU PM 04/25,01 1.248 1,605 1,307 1,881 396 297 1,703 1.978 2,743 2,743 0.621 0.721 0 0 247 215 1,960 2,193 2,743 2,743 0.799 0.417 0 D 7.84% 3.71% YES NO SW 7 STREET SW 8 STREET N8 SB 4LU PM 04125101 1,248 1,611 1,307 1,887 230 304 1,537 1,991 4,047 4,179 0.360 0.470 0 0 150 172 1,687 2,163 4,047 4,179 T 0.515 0 4.12% NO SW 8 STREET SW 11 STREET N8 SS2,875 240 PM 0425A1 1,243 1 611 1,302 1,887 2112 1,466 1.899 2.8875 0.661 D 112 1,583 2.011 0.899 0,725 D 0 3,90% 3.83% NO N0 SW 11 STREET SW 13 STREET NB 58 2LU PM 0425f01 1,243 1.605 1,302 1,661 02 202 1,483 1,983 2,743 2,743 0.880 0.688 0 0 105 0 1,5495 1,968 2,743 2,743 0,725 0.181 0 C 3.83% 1,01% NO NO SW 13 STREET SW 15 ROAD NB SS 4LU PM 007/01 302 396 316 414 74 90 390 504 2,584 2,564 0.151 0.195 C C 28 30 416 534 2.584 2,584 0.207 C 1.16% NO NW 3 AVENUE NW 20 STREET NW 17 STREET NB SB 2LU PM 0710600 280 286 295 301 20 15 315 316 1,280 1,260 0.246 0.247 0 0 22 20 337 336 1,260 1,280 1.838 0.263 0.263 0.318 0 D 0 1,72% 1.56% 1.63% N NO NO NW 17 STREET NW 14 STREET NB se 21.0 PM 07106400 478 426 504 449 51 37 555 486 1,838 1,838 0.302 0.264 D D 30 26 565 512 1,838 1,404 0279 0.349 D 0 1.41% 3.70% NO NO NW 14 STREET NW 9 STREET N8 98 2LU PM 07106/00 338 304 356 320 82 60 438 380 1,404 1,404 0.312 0.271 0 D 52 48 490 426 1,404 4,912 0.303 0,374 0 0 3.26% 1.97% 440 NO NW 9 STREET NW 5 STREET N8 31_ PM 04/25/01 1,543 1,616 122 1,738 4,912 0.354 0 97 1,835 II 3.264 6720 D 14.71% YES NW 5 STREET SW 1 STREET N8 2L PM 04125551 1,543 1,616 254 1,870 3,264 0.573 0 490 _ 2,350 NE 20 STREET NE 2 AVENUE N. MIAMI AVENUE EB WB 2LU AM 0424100 676 715 923 753 140 96 1,071 851 '. 1,488 1,46/8...':. 0.731 0.580 0 0 46 2B 1,117 879 1,466 1,466 2,770 0,762 0.600 0.446 D 0 0 3.14% 1.91% 3.57% NO NO NO N. MIAMI AVENUE NW 3 AVENUE E8 YY8 4LU AM 04724100 876 715 923 753 219 141 1,142 894 2.770 2.770 0.412 0.323 0 D 49 59 1,241 953 2,770 0.344 0.414 0 0 2.13% 3.58% NO NA NW 3 AVENUE 1.95 ES WB 410 AM 0424100 876 715 923 753 175 134 1,096 667 2.906 2,906 0.378 0.305 0 0 104 83 1,202 950 2.906 2.906 0.327 0 2.17% 440 NE 15 STREETNENETIAN CSWY BISCAYNE ISL Ni0 OAYSHORE DRIVE EB YvO 21.0 PM 09112100 450 469 474 494 60 82 534 578 1,443 1, 0.370 0.389 0 0 52 80 586 636 1,443 1,443 0.406 0.441 0.447 0 0 0 3.60% 4,16% 5.35% NO NO YES BAYSNORE DRIVE BfSCAYNE ELVD EB WB 21.0 PM 09/12100 550 520 579 548 186 255 765 803 ,943 1,695 0.394 0.474 D D 104 120 869 923 505 1,943 1,095 1,280 0.545 0.385 0 0 7.08% 9.69% YES YES BISCAYNE BLVD N. MIAMI AVENUE EB WB 2LU PM 09/12100 255 357 260 376 112 153 381 520 1.260 1 0.296 0.413 0 0 124 142 671 1,280 0.524 0 11.097. YES SOURCE: KEITH AN0 SCI'INARS, P.A. NATRANP VNIPROJECTS12000167164TABLES111 MA TAiX.MX4 • Appendix D Intersection Capacity Analysis Worksheets • • • • Background Growth Existing Existing Peak Existing Background Traffic Traffic Hr Adj Traffic (2004) (2005) Factor Volume (2009) NE 14 Street/ Biscayne Boulevard NO L 73 74 1 74 81 NB T 1591 1623 1 1623 1757 N8 R 132 135 1 135 146 SB L 29 30 1 30 32 SST 994 1014 1 1014 1097 SB R 28 29 1 29 31 EBL 32 33 1 33 35 EBT 75 77 1 77 83 BB R 31 32 1 32 34 W6 L 117 119 1 119 129 W8 T 87 89 89 96 WBR 39 40 1 40 43 NE 13 Street/ Biscayne Boulevard (2001 Count) NB L 178 193 1 193 209 NB 7 r743 1891 1 1891 2047 NBR 0 1 0 0 SBL 0 1 0 0 SB T 308 983 1 983 1084 SB R GC: 71 1 71 77 EBL 1 0 1 0 0 EBT 0 1 0 0 EBR 0 1 0 0 WO1.. 323 350 1 350 378 WB T 204 221 1 221 239 WBR 128 139 1 139 150 NE 14 StreetfBayshore Drive NB L 53 54 1 54 59 NB 7 213 217 1 217 235 NIB 2 2 1 2 2 SBL 7 7 1 7 8 SB T 198 202 1 202 219 SB R 140 143 1 143 155 EBL 124 126 1 126 137 EBT 54 55 1 55 60 EB R 61 62 1 62 67 WBL 18 18 1 18 20 WB T 47 48 1 48 52 WBR 10 10 1 10 11 NE 13 Street/Bayshore Drive SB T 193 197 1 197 213 SB R 122 124 1 124 135 WBL 7 7 1 7 8 WB T 472 481 1 481 521 WB R 243 248 1 248 268 NE 15 Street/Herald Plaza NB L. 31 1 31 34 N8 R 22 1 22 24 EBT 313 1 313 339 EB R 23 1 23 25 WBL 9 1 9 10 WBT 311 1 311 337 TAZ 509 Existing Uses In Out Total 22 105 0 5% 2% •3 23% -5 15% 3 10% •11 0 5% •1 20% .4 0 7 % -7 0 13% -14 28% 10% 10% 6% 2% 0 -6 0 0 17% -18 0 0 0 0 36 % -38 0 2% -2 16% -11 0 0 0 0 10% -11 -2 0 -2 0 0 0 0 38% -40 0 0 0 6 % -6 2% -2 0 •1 0 0 City Square - Parcel 3 MUSP TAZ 505 In Out Total 170 148 0 18% 31 0 0 33 % 49 0 10% 17 a 0 0 0 0 0 18°% 31 0 0 33 % 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2% 0 0 0 0 0 0 0 2°% 3 0 0 3 TAZ 503 In Out Total 96 137 0 10% 17 0 0 33% 45 0 10% 10 0 0 0 0 0 19°% 2% 0 17 0 0 33°/ 45 0 a 6 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2% 3 0 0 2 Committed Development TAZ 506 In Out Total 405 421 0 20% 81 0 0 40% 168 0 10% 41 0 0 0 0 0 0 20% 81 0 0 40% 168 0 0 0 0 0 0 0 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2% 8 0 0 8 TAZ 507 In Out Total 349 296 0 20% 70 0 0 40% 118 0 20% 70 0 0 0 0 0 a 20% 70 0 0 40% 118 0 0 0 0 0 0 0 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2°% 6 0 0 7 TAZ 512 in Out Total 29 29 28% TAZ 509 Parcels Future wo Future w 4,5 & 6 Parcel 1 Project Parcel 1 Project In Out Total In Out Total Total In Out Total Tota! 591 586 102 73 Traffic 83 61 Traffic O 0 0 81 0 81 8 5% 2% 41 0 2001 0 2001 O 23% 136 28% 29 305 23% 19 324 O 15% 89 5% 5 122 R 122 53% 15 10% 59 0 1542 10% 5 1547 O 0 0 31 0 31 O 5% 30 0 201 5% 4 205 O 20% 118 25% 26 222 20% 17 239 0 0 0 34 0 34 O 7% 41 38% 28 191 23% 12 202 0 0 0 96 0 96 O 13% 76 5% 4 109 0 109 O 0 0 209 0 209 28% 8 28°% 165 28% 29 2442 23% 19 2461 O 0 0 0 0 0 O 0 0 0 0 0 53% 15 17% 100 38% 28 1570 33 % 17 1586 0 0 0 77 0 77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36°% 211 15% 11 563 20% 10 573 0 0 0 239 0 239 O 2% 12 0 160 0 160 O 10% 59 0 107 0 107 O 0 0 235 0 235 O 0 0 2 0 2 O 0 0 8 0 8 0 0 0 219 0 219 O 10% 59 0 203 0 203 0 10% 59 0 194 0 194 O 0 58% 59 119 4394, 36 154 O 10% 59 0 124 0 124 O 0 15% 11 31 20% 10 41 0 0 431% 31 83 23% 12 95 O 0 0 11 0 11 O 0 0 213 0 213 O 38% 223 15 / 11 328 20% 10 339 O 0 0 8 0 8 O 0 0 521 0 521 O 0 0 268 0 268 O 6°/ 35 40% 30 92 55 % 28 120 0 2% 12 2% 1 35 2.4 1 36 2% 1 0 0 359 0 359 O 6°/a 35 40% 41 100 55 % 46 145 O 2% 12 2% 2 23 2°/ 2 25 2% 1 0 0 358 0 358 • Existing Conditions 0 • HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Agency: Date: 10/11/2005 11Viod: EXISTING PM PEAK HOUR ect ID: CITY SQUARE - # 05178 E/W St: NE 14 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: NE 14 STREET / BISCAYNE BLVD Area Type: All other areas Jurisd: MIAMI, FL Year : 2005 N/S St: BISCAYNE BOULEVARD SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 1 1 1 L T R 33 77 32 12.0 12.0 12.0 3 Southbound L T R 1 1 0 L TR 119 89 40 12.0 12.0 0 1 2 0 L TR 74 1623 135 12.0 12.0 0 1 2 0 L TR 30 1014 29 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 WE Left A SE Left A Thru A Thru A Right A Right A Peds Peds Right EB Right Right WB Right liken 20.0 86.0 Yellow 4.0 4.0 All Red 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 174 999 0.20 0.17 41.2 D T 324 1863 0.26 0.17 41.5 D 41.2 D R 275 1583 0.11 0.17 40.2 D Westbound L 221 .1271 0.58 0.17 47.4 D TR 309 1776 0.45 0.17 43.6 D 45.4 D Northbound L 317 424 0.25 0.75 4.9 A TR 2622 3506 0.72 0.75 8.9 A 8.8 A Southbound L 105 140 0.30 0.75 6.4 A TR 2641 3532 0.42 0.75 5.5 A 5.5 A • Intersection Delay = 11.8 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Agency: Date: 10/11/2005 Illoriod: EXISTING PM PEAK HOUR oject ID: CITY SQUARE - # 05178 E/W St: NE 13 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: NE 13 STREET / BISCAYNE BLVD Area Type: All other areas Jurisd: MIAMI, FL Year : 2005 N/S St: BISCAYNE BLVD SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 0 0 2 1 0 L TR 350 221 139 12.0 12.0 0 1 2 0 L T 193 1891 12.0 12.0 0 3 0 TR 983 71 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 NB Left A A Thru Thru A A Right Right Peels Peds WE Left A SE Left Thru A Thru A Right A Right A Peds Peds NB Right EB Right Right WE Right en 19.0 76.0 7.0 Yellow 4.0 4.0 3.0 All Red 1.0 1.0 0.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound Westbound L 568 3437 0.65 0.17 47.5 D TR 290 1755 1.31 0.17 208.8 F 129.3 F Northbound L 452 1770 0.45 0.77 10.6 B T 2714 3547 0.73 0,77 8.3 A 8.5 A Southbound TR • 3320 5023 0.33 0.66 8.5 A 8.5 A Intersection Delay - 30.8 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Agency: Date: 10/11/2005 iod: EXISTING PM PEAK HOUR oject ID: CITY SQUARE - # 05178 E/W St: NE 14 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: NE 14 STREET / BAYSHORE DRIVE Area Type: All other areas Jurisd: MIAMI, FL Year : 2005 N/S St: BAYSHORE DRIVE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 2 0 DefL TR 126 55 62 12.0 12.0 0 0 2 0 LTR 18 48 10 12.0 0 1 2 0 L TR 54 217 2 12.0 12.0 0 1 1 1 L T R 7 202 143 12.0 12.0 12.0 10 Durat ion 0.25 Area Type: All other areas Signal 0perations_ Phase Combination 1 2 3 4 5 6 7 EB Left A NB Left A A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right EB Right likRight WB Right en 29.0 38 0 10.0 Yellow 4.0 4.0 3.0 All Red 1.0 1.0 0.0 Cycle Length: 90.0 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 DefL 420 1302 0.34 0.32 23.7 C TR 553 1715 0.24 0.32 22.6 C 23.2 C Westbound LTR 997 3095 0.09 0.32 21.3 C 21.3 C Northbound L 723 1770 0.08 0.59 10.2 B TR 1496 3542 0.16 0.42 16.2 B 15.0 B Southbound L 742 1770 0.01 0.59 8.5 A T 787 1863 0.29 0.42 17.3 B 16.9 B Rah 668 1583 0.22 0.42 16.8 B lir Intersection Delay = 18.3 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Agency: Date: 10/11/2005 riod: EXISTING PM PEAK HOUR oject ID: CITY SQUARE - # 05178 E/W St: NE 13 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: NE 13 STREET / EAYSHORE DRIVE Area Type: All other areas Jurisd: MIAMI, FL Year : 2005 N/S St: BAYSHORE DRIVE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 0 0 Southbound L T R 0 3 1 LT R 7 481 248 12.0 12.0 25 0 0 0 0 1 0 TR 197 124 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 EB Left Thru Right Peds WE Left A Thru A Right A Peds NB Right Ste.een Yellow All Red NB Left Thru Right Peds SB Left Thru A Right A Peds EB Right WE Right 42.0 30.0 4.0 4.0 0.0 0.0 Cycle Length: 80.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound Westbound LT 2662 R 831 Northbound Southbound 5071 0.19 0.52 10.1 B 10.3 B 1583 0.29 0.52 10.8 B TR 662 1766 0.52 0.38 20.1 C 20.1 C • Intersection Delay = 13.4 (sec/veh) Intersection LOS = B HCS2000: Unsignalized Intersections Release 4.1d TWO --WAY STOP CONTROL SUMMARY Analyst: DPA illienCy/Co.: to Performed: 10/19/2005 Analysis Time Period: EXISTING PM PEAK HOUR Intersection: NE 15 STREET / HERALD PLAZA Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2005 Project ID: CITY SQUARE - # 05178 East/West Street: NE 15 STREET North/South Street: HERALD PLAZA Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 ( 4 5 6 L T R 1 L T R Volume 313 23 9 311 Peak --Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 340 24 9 338 Percent Heavy Vehicles -- -- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No 11,--- or Street: Approach. Northbound Movement 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: Exists?/Storage Lanes Configuration 31 0.92 33 2 0 22 0.92 23 2 0 0 No / f 0 LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 1 10 11 12 Lane Config LT 1 LR v (vph) 9 56 C(m) (vph) 1195 482 v/c 0.01 0.12 95% queue length 0.02 0.39 Control Delay 8.0 13.4 LOS A B Ilikoach Delay 13.4 oach LOS B • Future without Project • • HCS+: Signalized Intersections Release 5.2 Analyst: DPA Agency: Date: 10/11/2005 fillriod: FUTURE W/O PROJ PM PEAK HOUR oject ID: CITY SQUARE - # 05178 E/W St: NE 14 STREET Inter.: NE 14 STREET / BISCAYNE BLVD Area Type: All other areas Jurisd: MIAMI, FL Year : 2009 N/S St: BISCAYNE BOULEVARD SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound I Northbound L T R L T R L T R No. Lanes [ 1 1 1 1 1 0 LGConfig L T R L TR Volume 1201 197 34 163 96 106 Lane Width 0_2.0 12.0 12.0 12.0 12.0 RTOR Vol ] 3 0 Southbound L T R 1 2 0 L TR 81 2001 277 12.0 12.0 0 1 2 0 L TR 117 1542 31 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 SB Left A Thru A Thru A Right A Right A Peds Peds Right EB Right Right WB Right een 20.0 86.0 Yellow 4.0 4.0 All Red 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 114 655 T 324 1863 R 275 1583 Westbound 1.86 0.17 465.9 F 0.64 0.17 48.3 0 243.6 F 0.12 0.17 40.3 D 119 682 1.45 0.17 288.7 F TR 298 1716 0.71 0.17 52.7 D 158.1 F Northbound 153 205 0.56 0.75 10.7 B TR 2604 3482 0.92 0.75 17.8 B 17.5 B Southbound 1. 65 87 1.89 0.75 468.0 F TR 2644 3536 0.63 0.75 7.4 A 39.2 D • Intersection Delay = 55.8 (sec/veh) Intersection LOS = E HCS+: Signalized Intersections Release 5.2 Analyst: DPA Agency: Date: 10/11/2005 "rod: FUTURE W/O PROJ PM PEAK HOUR ect ID: CITY SQUARE - # 05178 E/W St: NE 13 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: NE 13 STREET / BISCAYNE BLVD Area Type: All other areas Jurisd: MIAMI, FL Year : 2009 N/S St: BISCAYNE BLVD SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 0 0 Southbound L T R 2 1 0 L TR 552 239 160 12.0 12.0 0 1 2 0 L T 209 2413 12.0 12.0 3 0 TR 1542 77 12.0 0 Durat ion 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 EB Left Thru Right Peds WE Left A Thru A Right A Peds Right Right �en Yellow All Red 5 6 7 NE Left A A Thru A A Right Peds SE Left Thru A Right A Peds EB Right WE Right 19.0 76.0 7.0 4.0 4.0 3.0 1.0 1.0 0.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound Westbound L 568 3437 1.02 0.17 91.7 F TR 289 1751 1.45 0.17 270.3 F 166.6 F Northbound L 307 1770 0.72 0.77 38.7 D T 2714 3547 0.94 0.77 18.2 E 19.8 Southbound TR • 3329 5038 0.51 0.66 10.1 B 10.1 B Intersection Delay = 43.7 (sec/veh) Intersection LOS = D HCS+: Signalized Intersections Release 5.2 Analyst: DPA Agency: ate: 10/11/2005 riod: FUTURE WO PROD PM PEAK HOUR oject ID: CITY SQUARE - # 05178 E/W St: NE 14 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: NE 14 STREET / BAYSHORE DRIVE Area Type: All other areas Jurisd: MIAMI, FL Year : 2009 N/S St: BAYSHORE DRIVE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 2 0 LTR 194 60 183 12.0 0 0 2 0 LTR 20 52 11 12.0 0 1 2 0 L TR 165 235 2 12.0 12.0 0 1 1 1 L T l 8 219 203 12.0 12.0 12.0 32 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A A Thru A Thru A Right A Right A Peds Peds WE Left A ' SB Left A A Thru A ( Thru A Right A ( Right A Peds Peds �Right EB Right Right I WE Right en 29.0 38.0 10.0 Yellow 4.0 4.0 3.0 All Red 1.0 1.0 0.0 Cycle Length: 90.0 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 841 Westbound LTR 934 2609 0.55 0.32 25.9 C 25.9 C 2900 0.09 0.32 21.4 C 21.4 C Northbound L 719 1770 0.24 0.59 11.5 B TR 1496 3542 0.17 0.42 16.2 B 14.3 B Southbound r 752 1770 0.01 0.59 8.1 A 787 1863 0.29 0.42. 17.4 B 17.1 B 668 1583 0.27 0.42 17.2 B Intersection Delay = 19.4 (sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: DPA Agency: 0 te: 10/11/2005 riod: FUTURE WO PROJ PM PEAK HOUR oject ID: CITY SQUARE - # 05178 E/W St: NE 13 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: NE 13 STREET / BAYSHORE DRIVE Area Type: All other areas Jurisd: MIAMI, FL Year : 2009 N/S St: BAYSHORE DRIVE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound j Southbound L T R L T R L T R 0 0 3 1 LT R 8 521 268 12.0 12.0 27 0 0 0 L T R 0 1 0 TR 213 317 12.0 0 Duration 0.25 Phase Combination 1 EB Left Thru Right Peds WE Left A Thru A Right A Peds Right Right *en Yellow A11 Red Area Type: All other areas Signal Operations 2 3 4 5 NB Left Thru Right Peds SE Left Thru A Right A Peds ES Right WB Right 42.0 30.0 4.0 4.0 0.0 0.0 Cycle Length: 80.0 secs Intersection Performance Summary 6 8 Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound Westbound LT 2662 R 831 Northbound 5070 0.21 0.52 10.2 B 10.4 B 1583 0.31 0.52 11.0 B Southbound TR 642 1712 0.87 0.38 35.4 D 35.4 I) III Intersection Delay = 20.6 (sec/veh) Intersection LOS = C HCS+-: Unsignalized Intersections Release 5.2 TWO --WAY STOP CONTROL SUMMARY Analyst: DPA Sency/Co.: to Performed: 10/19/2005 Analysis Time Period: FUTURE WO PROD PM PEAK HOUR Intersection: NE 15 STREET / HERALD PLAZA Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2009 Project ID: CITY SQUARE - # 05178 East/West Street: NE 15 STREET North/South Street: HERALD PLAZA Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 5 L T R I L T R Volume 359 59 21 358 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 377 62 22 376 Percent Heavy Vehicles -- -- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 1 1 Configuration TR L T Cream Signal? No Na nor Street: Approach Northbound Movement 7 8 9 L T R Southbound 10 11 12 L T R Volume 63 33 Peak Hour Factor, PEF 0.95 0.95 Hourly Flow Rate, HFR 66 34 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WE Northbound Movement 1 4 7 8 Lane Config L 1 LR 9 Southbound 10 11 12 v (vph) C(m) (vph) v/c 95° queue length Control Delay •oach Delay Approach LOS 22 100 1121 399 0.02 0.25 0.06 0.98 8.3 17.0 A c 17.0 c • Future with Project 0 • HCS+: Signalized Intersections Release 5.2 Analyst: DPA Agency: ate: 10/11/2005 iod: FUTURE W PROJ PM PEAK HOUR oject ID: CITY SQUARE - If 05178 E/W St: NE 14 STREET Inter.: NE 14 STREET / BISCAYNE BLVD Area Type: All other areas Juri sd : MIAMI, FL Year : 2009 N/S St: BISCAYNE BOULEVARD SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R No. Lanes ( 1 1 LGConfig L T Volume 1205 213 Lane Width 112.0 12.0 RTOR Vol 1 R 34 12.0 3 1 1 0 L TR 175 96 106 12.0 12.0 0 1 2 0 L TR 81 2006 296 12.0 12.0 0 1 2 0 L TR 117 1547 31 12.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 EB Left A Thru A Right A Peds WE Left A Thru A Right A Peds Right Right Green Yellow All Red 3 4 1 5 6 7 8 NB Left A Thru A Right A Peds SB Left A Thru A Right A Peds EB Right WB Right 20.0 86.0 4.0 4.0 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 114 655 1.89 0.17 481.2 F 1 324 1863 0.69 0.17 50.8 D 246.6 F R 275 1583 0.12 0.17 40.3 D Westbound 105 605 1.75 0.17 422.2 F TR 298 1716 0.71 0.17 52.7 D 223.9 F Northbound L 153 204 0.56 0.75 10.7 B TR 2601 3478 0.93 0.75 19.0 B 18.7 B Southbound L TR 65 87 1.89 0.75 468.0 F 2644 3536 0.63 0.75 7.4 A 39.1 D Intersection Delay = 62.4 (sec/veh) Intersection LOS = E HCS+: Signalized Intersections Release 5.2 Analyst: DPA Inter.: NE 14 STREET / BISCAYNE BLVD Agency: Area Type: All other areas Date: 10/11/2005 Jurisd: MIAMI, FL Wcd: FUTURE W PROJ W IMPS PM PK HR Year : 2009 l oject ID: CITY SQUARE - # 05178 E/W St: NE 14 STREET N/S St: BISCAYNE BOULEVARD SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R No. Lanes 1 1 1 LGConfig L T R Volume 205 213 34 Lane Width 112.0 12.0 12.0 RTOR Val 1 30 1 1 0 L TR 175 96 106 12.0 12.0 0 Duration 0.25 1 2 0 L TR 81 2006 296 12.0 12.0 0 Area Type: All other areas Signal Operations Phase Combination 1 EB Left A Thru Right Peds WB Left A A Thru A Right A Peds Right Right �en Yellow All Red 1 2 0 L TR 117 1547 31 12.0 12.0 0 2 3 4 5 A NB Left A A Thru A A Right A Peds SE Left A Thru A Right A Peds EB Right WE Right 10.0 18.0 74.0 3.0 4.0 4.0 0.0 1.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary 6 Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate _ Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 235 1770 0.92 0.27 78.8 E T 292 1863 0.77 0.16 58.1 E 68.0 E R 248 1583 0.02 0.16 41.0 D Westbound L 226 1770 0.81 0.27 55.2 E TR 269 1716 0.79 0.16 61.5 E 58.6 E Northbound T 97 150 0.88 0.64 70.7 E TR 2238 3478 1.08 0.64 66.4 E 66.6 E Southbound L 65 101 1.89 0.64 474.0 F TR 2275 3536 0.73 0.64 15.0 B 46.7 17 • Intersection Delay = 59.2 (sec/veh) Intersection LOS = E HCS-+: Signalized Intersections Release 5.2 Analyst: DPA Inter.: NE 13 STREET / BISCAYNE BLVD Agency: Area Type: All other areas Date: 10/11/2005 Jurisd: MIAMI, FL 4111 riod: FUTURE WITH PROJ PM PEAK HOUR Year : 2009 oject ID: CITY SQUARE - # 05178 E/W St: NE 13 STREET N/S St: BISCAYNE BLVD SIGNALIZED INTERSECTION SUMMARY I Eastbound Westbound Northbound L T R L T R L T R No. Lanes 1 0 0 0 2 1 0 1 2 0 LGConfig 1 L TR L T Volume 1 573 239 160 209 2461 Lane Width 1 12.0 12.0 12.0 12.0 RTOR Vol ( 0 Southbound L T R 0 3 0 TR 1586 77 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 Phase Combination EB Left Thru Right Peds WE Left A Thru A Right A Peds �Right Right en 19.0 Yellow 4.0 All Red 1.0 5 6 7 NB Left A A Thru A A Right Peds SB Left Thru A Right A Peds EB Right WB Right 76 0 7.0 4.0 3.0 1.0 0.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound Westbound L 568 3437 1.06 0.17 103.2 F TR 289 1751 1.45 0.17 270.3 F 171.8 F Northbound 300 1770 0.73 0.77 41.2 D T 2714 3547 0.95 0.77 20.8 C 22.4 C Southbound TR 3330 5039 0.53 0.66 10.3 B 10.3 B Intersection Delay = 46.0 (sec/veh) Intersection LOS = D HCS+-: Signalized Intersections Release 5.2 Analyst: DPA Inter.: NE 13 STREET / BISCAYNE BLVD Agency: Area Type: All other areas Date: 10/11/2005 Jurisd: MIAMI, FL Ilkriod: FUTURE W PROJ W IMPS PM PK ER Year : 2009 oject ID: CITY SQUARE - # 05178 E/W St: NE 13 STREET N/S St: BISCAYNE BLVD No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound I Northbound L T R L T R L T R 0 2 1 0 1 2 0 L TR L T 562 239 160 209 2436 12.0 12.0 0.2.0 12.0 0 Southbound L T R 0 3 0 TR 1559 77 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 EB Left Thru Right Peds WE Left A Thru A Right A Peds Right Right �en Yellow All Red 5 6 7 8 NE Left A A Thru A A Right Peds SB Left Thru A Right A Peds EB Right WB Right 30.0 65.0 7.0 4.0 4.0 3.0 1.0 1.0 0.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound Westbound L 897 3437 0.66 0.26 39.8 D TR 457 1751 0.92 0.26 65.0 E 50.2 D Northbound L 269 1770 0.82 0.67 58.1 E T 2375 3547 1.08 0.67 63.2 E 62.8 E Southbound TR • 2848 5038 0.60 0.57 16.9 B 16.9 B Intersection Delay = 46.1 (sec/veh) Intersection LOS = D HCS+: Signalized Intersections Release 5.2 Analyst: ODA Inter.: NE 14 STREET / BAYSHORE DRIVE Agency: Area Type: All other areas Date: 10/11/2005 Jurisd: MIAMI, FL Iliriod: FUTt1RE WITH PROJ PM PEAK HOUR Year : 2009 oject ID: CITY SQUARE -- # 05178 E/W St: NE 14 STREET N/S St: BAYSHORE DRIVE No, Lanes LGConfig Volume Lane Width RTOR Vol Duration SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound Northbound L T R I L T R L T R 0 2 0 1 0 2 0 1 2 0 LTR I LTR L TR 194 95 183 I30 64 11 165 235 2 12.0 0 12.0 12.0 12.0 0 0 Southbound L T R 1 1 1 L T R 8 219 203 12.0 12.0 12.0 32 0.25 Phase Combination 1 EB Left A Thru A Right A Peels WB Left A Thru A Right A Peds Right � Right en Yellow All Red Area Type: All other areas Signal Operations 2 3 4 5 6 NB Left A A Thru A Right A Peds SB Left A A Thru A Right A Peds EB Right WB Right 29.0 38.0 10.0 4.0 4.0 3.0 1.0 1.0 0.0 Cycle Length: 90.0 secs Intersection Performance Summary 8 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 LTR 844 2620 0.59 0.32 26.6 C 26.6 C 886 2749 0.13 0.32 21.6 C 21.6 C Northbound L 719 TR 1496 1770 0.24 0.59 11.5 B 3542 0.17 0.42 16.2 B 14.3 B Southbound L 752 1770 0.01 0.59 8.1 A T 787 1863 0.29 0.42 17.4 B 17.1 B ID 668 1583 0.27 0.42 17.2 B Intersection Delay = 19.9 (sec{veh) Intersection LOS = B HCS- Signalized Intersections Release 5.2 Analyst: DPA Inter.: NE 13 STREET / BAYSHORE DRIVE Agency: Area Type: All other areas Date: 10/11/2005 Jurisd: MIAMI, FL fillriod: FUTURE WITH PROJ PM PEAK HOUR Year : 2009 oject ID: CITY SQUARE - # 05178 E/W St: NE 13 STREET N/S St: BAYSHORE DRIVE No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T 0 0 0 SIGNALIZED INTERSECTION SUMMARY Westbound Northbound R L T R L T R Southbound L T R 0 3 1 LT R 8 521 268 12.0 12.0 27 0 0 0 0 1 0 TR 213 328 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 7 EB Left NB Left Thru Thru Right Right Peds Peds WE Left A SB Left Thru A Thru A Right A Right A Peels Peds �Right EB Right Right WB Right en 42.0 30.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 80.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound Westbound LT 2662 R 831 Northbound Southbound TR • 5070 0.21 0.52 10.2 B 10.4 1583 0.31 0.52 11.0 B 641 1710 0.89 0.38 37.7 D 37.7 D Intersection Delay = 21.7 (sec/veh) Intersection LOS = C HCSi: Unsignalized Intersections Release 5.2 TWO-WAY STOP CONTROL SUMMARY DPA Analyst: Ilikency/Co.: to Performed: Analysis Time Period: Intersection: 10/19/2005 FUTURE WITH PROJ PM PEAK HOUR NE 15 STREET / HERALD PLAZA Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2009 Project ID: CITY SQUARE - ## 05178 East/West Street: NE 15 STREET North/South Street: HERALD PLAZA Intersection Orientation: EW Major Street: Approach Movement Vehicle Volumes and Eastbound 1 2 L T Study period (hrs): 0.25 Adjustments 3 Westbound 4 5 6 L T R Volume Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type/Storage RT Channelized? Lanes Configuration Signal? •tream 376 88 23 0.95 0.95 0.95 395 92 24 2 Undivided 1 No 0 TR 358 0.95 376 1 1 L T No or Street: Approach Movement Nor 7 hbound 8 9 T R Southbound 10 11 12 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade ( o ) Flared Approach: Exists?/Storage Lanes 0 Configuration 91 0.95 95 2 0 LR 0 33 0.95 34 2 No / 0 / Delay, Queue Length, Approach EB WE Movement 1 4 7 Lane Config L and Level of Service Northbound 8 9 LR Sou 10 hbound 11 12 v (vph) 24 C(m) (vph) 1076 v/c 0.02 95% queue length 0.07 Control Delay 8.4 A •oach Delay Approach LOS 129 364 0.35 1.56 20.2 C 20.2 C HCS+: Unsignalized Intersections Release 5.2 TWO-WAY STOP CONTROL SUMMARY Analyst: DPA .ency/Co.: to Performed: 10/21/2005 Analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR Intersection: HERALD PLAZA / DRIVEWAY Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2009 Project ID: CITY SQUARE - # 05178 East/West Street: HERALD PLAZA North/South Street: DRIVEWAY Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 60 36 31 73 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 63 37 32 76 Percent Heavy vehicles -- 2 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Signal? No�tream No or Street: Approach Movement Westbound 7 8 9 L T R Eastbound 10 11 12 L T R Volume 0 0 32 68 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 33 71 Percent Heavy Vehicles 2 2 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 0 0 0 Configuration LR LR Delay, Queue Length, and Level of Service Approach NB SS Westbound Eastbound Movement 1 4 1 7 8 9 # 10 11 12 Lane Config LT ! LR I LR v (vph) C(m) (vph) v / c 95% queue length Control Delay •oach Delay Approach LOS 32 1493 0.02 0.07 7.5 A 0 104 888 0.12 0.40 9.6 A 9.6 A HCS+: Unsignalized intersections Release 5.2 TWO-WAY STOP CONTROL SUMMARY Analyst: DPA .ency/Co.: to Performed: 10/21/2005 Analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR intersection: 15 STREET / DRIVEWAY Jurisdiction: MIAMI , FL Units: U. S. Customary Analysis Year: 2009 Project ID: CITY SQUARE - # 05178 East/West Street: NE 15 STREET North/South Street: HERALD PLAZA 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 Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type/Storage RT Channelized? Lanes Configuration ' ream Signal? Undivided No fl 0 1 0.95 0.95 0.95 0 0 1 2 0 0 0 LTRLR No nor Street: Approach Movement Northbound Southbound 7 8 9 I 10 11 12 L T R I L T R Volume 403 17 378 Peak Hour Factor, PHF 0.95 0.95 0.95 Hourly Flow Rate, HFR 424 17 397 Percent Heavy Vehicles 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / Lanes 1 0 1 Configuration TR T / Delay, Queue Length, and Level of Service Approach EB WE Northbound Southbound Movement 1 4 ( 7 8 9 ! 10 11 12 Lane Config LTR I TR T v (vph) 0 441 397 C(m) (vph) 1623 905 900 v/c 0.00 0.49 0.44 95% queue length 0.00 2.72 2.28 Control Delay 7.2 12.7 12.1 A B D Ilkoach Delay 12.7 12.1 Approach LOS B B • Appendix E Committed Development Information • • City Square Committed Develoment Person -Trip Assignment Committed Developments CORRIDOR Direction Existing TAZ 503 TAZ 505 TAZ 606 TAZ 507 TAZ 509 PAC PARCEL 1 TOTAL FROM TO Uses Biscayne Blvd NE 29 STREET NE 20 STREET NB -55 34 249 259 182 308 15 25 1017 SB -11 48 259 249 214 311 15 36 1120 NE 20 STREET NE 19 STREET NB -55 34 249 259 182 308 15 25 1017 SB -11 48 259 249 214 311 15 36 1120 NE 19 STREET NE 15 STREET NB -37 34 249 506 182 206 15 25 1180 SB -8 48 259 509 214 207 15 36 1280 NE 15 STREET NE 14 STREET NB -31 27 199 142 244 258 16 6 852 SB -24 45 244 296 208 258 16 9 1052 NE 14 STREET NE 13 STREET NB -14 17 128 142 122 311 14 56 777 SB -31 45 244 296 208 175 27 48 1011 NE 13 STREET 1-395 NB -11 17 128 142 122 290 14 50 754 SB -98 45 244 296 208 545 27 67 1334 NE 15 STREET BAYSHORE DRIVE BISCAYNE BLVD EB -11 3 15 15 31 311 1 54 417 W B -55 2 14 14 26 308 1 38 349 BISCAYNE BLVD N MIAMI AVENUE EB -6 0 0 142 0 155 0 27 319 W B -28 0 0 148 0 154 0 19 293 • • • Commited Developments - TAZ 503 Locations! Information Untts sr; R. Name Type of Permit Addre8s Oescrtptien Net Area Res 1 Condo Hotel Office Retail District Lofts MUSP 2751 Biscayne Boulevard Office & Retail Residential, O wyndwaod Edgewater 89 0 8,835 2,939 Biscayne Park MUSP 2450 Biscayne Boulevard Residential, Office &Retail Wyndwood Edgewater 214 0 12,502 6,843 Total 303 0 21,340 9,782 TAZ 503 PM Peak Hour Trip Generation Analysis PM PEAK HOUR TRIPS USES UNITS ITE Land Use Code IN OUT TOTAL Trips % Trips Trips High Rise Apt / Condo 303 232 62% 73 38% 45 118 Retail / Service 9,782 814 44% 12 56% 15 27 Office 21,340 710 17% 17 83% 85 102 Internafizaiion(10% of Retail) -1 -2 -3 Pass -by (40% of Retail) -5 -6 -11 GROSS VEHICLE TRIPS i 411)/0 96 _I 59% 137 1 233 Vehicle Occupancy Adjustment 4 16% of Gross External Trips (2) 41% 15 59% 22 37 Transit Trip Reduction 4/ 14.906% of Gross External Trips (3) 41% 14 59% 20 35 Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (4) 41 % 10 59% 14 23 NET EXTERNAL VEHICLE TRIPS (1) d. 41 % 57 59% 81 138 1 l Net External Person Trips in Vehicles U 1.40 Persons/ Vehicle 41 % 79 59% 113 193 Net External Person Trips using Transit 0 1.40 Persons/ Vehicle 41 °% 20 59% 29 49 Net External Person Trips (vehicles and transit modes) 41 % 99 59% 142 241 f I Net External Person trips walking / using bic cle 1.40 Persons/ Vehicle r. 41 % 13 I 59% 19 I 33 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between 1TE auto occupancy and local data (Miami's 1.4 vs, ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment 11 (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI increment 11 #05178 10/13/2005 T gen _PM.xis o • • TAZ 503 2010 Cardinal Distribution Direction TAZ 503 NNE 13.51% ENE 4.44% ESE{ 5.21 % SSE 9.67% SSW 12.98°%° WSW 21.25% WNW 15.18% NNW 17.77% TOTAL 100.01 % 32.95% 17.95% 34.23% 14.88% #05178 - TAZ 503 TAZ.xls • • t"ti°ii imited Y)eve'iopments- TAZ 15L10 Locations! lnOor¢nation Uflitx 1l, Name TYPO of Poomil Address aesarlption 790 Anew R®®r Cando Halal Ottics 17O1Ot7 Onyx {Bisrayna 6a Lorts} Y Y trtVSP MUSP 665 NE 25 Street rigaidanlial pmjec! wl accessory recreational uses Wynwood+ Edgewater 115 0 n Onyx II Star Lefts NE 28 Street 8 N. HayNroro prive 7U4.732 NE 25 Street iiesidanriai WynwaozL Edgewater 917 0 0 0 0 0 0 MUSP to story resident>slo son Wynwaadl Edgewater 55 Oaths!), All Condomrlium SOHO MUSP NE comer of O'scayne Blv:t and NE 24 Street fiO3 -615 NE 23 street fiesidontiai W nwnad Edgewater 164 0 8,007 0 WISP oesuential Pro* Wynwoadr Edgewater Wynwood / Edgewater Wynwoodi Edgewater 55 256 384 0 0 0 0 72 _.....,.._ Rosebeile Letts —..__... .. ___ _ MUSP 424. 425. Raj NE 22 Street: 415. 442, 446 N£ 22 Tem. 2221 NE a Avenue Residential & 4.200 saki! Place of Warship with I parking spaces a Paramount Bay MUSP 2VUr20 N RsYsitora R6sidentinf & Retail 0 0 26,465 TnIa) 1,1711 0 8,907 26,465 TAZ 505 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS.. tN OUT TOTAL % Trips % Trips Trips High Rise Apt 1 Conde 1,171 232 62% 256 38 % 157 413 Retail/Service 26,485 B14 44% 31 56% 40 71 Office 5,907 710 17% 15 83% 74 89 internalixation(10%ofRetail} -3 -4 -7 Pass-by(40%of Ref tl •12 •16 -28 GROSS VEHICLE TRIPS 53% 287 474/. 251 538 Vehicle Occupancy Adjustment 16 % al Gross External Trips (2} r 86 ransit Trip Reduction 8 14.90% of Gross External Trips (3) 80 Pedestrian / Bicycle Trip Reduction 4 10.00% of Gross External Trtps (4) 54 NET EXTERNAL VEHICLE TRIPS 1} s 318 Net External Person Trips in Vehicles @ 1,40 Persons/ Vehicle 53% 237 08 445 Net External Person Trips using Transit 4 1,40 Persons! Vehicle 53% 60 Net External Person Trips vehicles and transit modes) 53% 297 6 557 _... Net Extorna#Person trips walkin. / usin. bic cle 1.40 Persons/ Vehicle 53% 40 47% 35 75 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction 10 adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected rnodal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DPI Increment II 405175 10/13/2005 T-gen_PM.xls • • • TAZ 505 2010 Cardinal Distribution Direction TAZ 505 NNE 9.96% ENE 3.60% ESE 4.96% SSE 4.03% SSW 21.11 % WSW 22.57% WNW 17.01% NNW 16.76% TOTAL 100.00% 33.77% 13.56% 43.68% 8.99% #05178 - TAZ 505 TAZ.x1s • • Commited Developments - TAZ 506 Locational Information units Sq Ft. Name Type of Permit Address Description Net Area Res / Condo Note( Office Retail Ellipse MUSP 1776 Biscayne Boulevard Residential & Retail Wyndwnod Edgewater 267 0 0 0 8ayview Market MUSP 1700 NE 2 Avenue Residential & Retail Wyndwoodf Edgewater 24 0 0 653,659 Total 291 , 0 0 653,659 TAZ 506 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High Rise Apt / Condo Retail / Service internalization(10% of Condo) Pass -by (40% of Retail) 291 653,659 232 820 62% 48% 71 1037 -7 -415 38% 52% 43 1124 -4 -450 114 2161 -11 -865 GROSS VEHICLE TRIPS 1. 49% 686 I 51% 713 I 1399 Vehicle Occupancy Adjustment @ 16% of Gross External Trips Transit Trip Reduction @ 14.90% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (2) (3) (4) 49% 49% 49% 110 i 102 69 51% 51% 51% 114 106 71 224 208 140 NET EXTERNAL VEHICLE TRIPS (1) 49% 405 51% 421 827 F Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1,40 Persons/ Vehicle 49°% 49% 568 143 51 % 51 % 590 149 1158 292 Net External Person Trigs vehicles and transit modes) 49% 711 51% 739 1449 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 49% 96 151 % 100 1 196 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment it (4) Pedestrian and bicycle trip reductions based an Downtown characteristics used in the Downtown Miami DRI Increment II T-gen_PM.xls #05178 10/13/2005 • • • #05178 - TAZ 506 TAZ 506 2010 Cardinal Distribution Direction TAZ 506 NNE 12.66% ENE 4.92% ESE 4.39% SSE 6.78% SSW 12.58% WSW 22.83% WNW 17.42% NNW 18.41% TOTAL 99.99% 35.83% 1 7.58% 35.41 % 11.17% TAZ.xls Commited Developments - TAZ 507 w Locational Information Un'ts Sq Ft. Name Type at Permit Address Description Net Area Res ! Condo Hotel Office natal! Quantum art the Bay The 1600 Club MUSP 1900 North Bayshore Drive 1800 North Bayshcre Drive Mixed Uso: Residential, Retail & Restaurant Wynwood 1 Edgewater Wynwood % Edgewater 752 0 0 0 27,604 6,470 4,872 MUSP Mixed Use development project ! with accessory recreational uses 469 1,221 0 27.604 13,342 TAZ 507 PM Peak Hour Trip Generation Analysis PM PEAK HOUR TRIPS USES UNITS ITE Land Use Code IN OUT TOTAL Trips .. % Trips Trips High Rise Apt / Condo 1,221 232 62% 267 38% 164 431 Retail / Service 13,342 814 44% 16 56% 20 36 Office 27,604 710 17/0 19 83% 91 110 "Miramar Centre Phase II & III N/A N/A 56% 296 44% 236 532 Intemaiization(10% of Retail) -2 -2 -4 Pass-by.(40 % of Retail) -6 -8 -14 GROSS VEHICLE TRIPS 1 54% 590 46'/ ( 501 j 1091 Vehicle Occupancy Adjustment @ 16% of Gross External Trips (2) 54% 94 46% • 80 175 Transit Trip Reduction @ 14.90% of Gross External Trips (3) 54% 88 46% 75 163 Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (4) 54% 59 46% 50 109 NET EXTERNAL VEHICLE TRIPS (1I 54% 349 t 46% _ 296 645 ., .,.. I Net External Person Trips in Vehicles cig, 1.40 Persons/ Vehicle 54% 488 46% 415 903 Net External Person Trips using Transit 4 1.40 Persons/ Vehicle 54% 123 46% 105 228 Net External Person Trips vehicles and transit modes) 54% 611 46% 519 1130 Net External Person trips walking/ using bicycle 1.40 Persons/ Vehicle I 54% 83 1 46% 70 1 153 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1,2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment It (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI increment II " Land uses for Miramar Centre can be found following page #05178 10/13/2005 T-gen_PM.xis • MIRAMAR CENTRE PHASE II & III - TAZ 507 PM Peak Hour Trip Generation Analysis PM PEAK HOUR TRIPS USES UNITS ITE Land Use Code IN OUT TOTAL Trips % Trips Trips High Rise Apt 635 DU 222 61% 129 39% 83 212 Quality Restaurant 8,500 SF 831 67% 43 33% 21.12 64 High -Turnover Restaurant 3,000 SF 832 60°/a 20 40% 13.2 33 Convenience Market 1,700 SF 852 49% 29 51% 30.09 59 Jr/Comm College 99,000 SF 540 46% 75 54% 88.56 164 GROSS VEHICLE TRIPS (1 56% 296 44%j 236 532 Vehicle Occupancy Adjustment @ 16% of Gross External Trips (2) 56% 47 44% 38 85 Transit Trip Reduction @ 14.90% of Gross External Trips (3) 56% 44 44°/n 35 79 Pedestrian / Bicycle Trip Reduction C 10.00% of Gross External Trips (4) 56% 30 44% 24 53 NET EXTERNAL VEHICLE TRIPS 56% 175 44% 139 314 1.40 Persons/ Vehicle 56% 245 44% 195 440 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1,40 Persons/ Vehicle 56% 62 44% 49 111 Net External Person Trips (vehicles and transit modes 56% 307 44% 244 551 tt 1.40 Persons/ Vehicle 1 56% 41 44% 33 1 74 Net External Person trips walking / using bicycle Notes (1) Based on Traffic impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs, ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment 11 (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II #05178 10/13/2005 T-gen_PM,xis • • TAZ 507 2010 Cardinal Distribution Direction TAZ 507 NNE ENE ESE SSE SSW WSW WNW NNW 10.83% 5.03% 4.44% 3.28% 18.73% 20.48% 20.13% 17.07% TOTAL 99.99% 37.20% 15.86% 39.21 % 7.72% #05178 - TAZ 507 TAZ.x1s • • CITI Square - Parcels 4, 5 and 6 - TAZ 509 PM Peak Hour Trip Generation Analysis • USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim 985 Dus 232 62% 217 38% 133 350 Retail 965,708 SF 820 48% 1342 52% 1454 2796 Internalization(10% of Residential) -22 -13 -35 Pass -by (40% of Retail) -537 -582 -1119 GROSS VEHICLE TRIPS 50% ., 1000 1 50% 992 1 1992 Vehicle Occupancy Adjustment @ 16% of Gross External Trips (1) 50% 160 50% 159 319 Transit Trip Reduction @ 14,90% of Gross External Trips (2) 50% 149 50% 148 297 Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 50% 100 50% 99 199 NET EXTERNAL VEHICLE TRIPS 50% 591 50% 586 1177 I 1 1 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle 50% 827 50% 821 1648 Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 50% 209 50% 207 416 Net External Person Trips (vehicles and transit modes) 50% 1036 50% 1028 2064 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle i 50% 140 I 50% 139 I 279 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle top reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II • • TAZ 509 2010 Cardinal Distribution Direction TAZ 509 NNE 9.84% ENE 4.10% ESE 2.86% SSE 1.59% SSW 16.89% WSW 24.01 % WNW 21.09% NNW 19.63% TOTAL 100.01 % 40.72% 13.94% 40.90% 4.45% #05178 - TAZ 509 TAZ. xIs • • TAZ 509 - Existing Uses PM Peak Hour Trip Generation Analysis • USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL °1° Trips % f Trips Trips (2) Office 535 spaces (1) 17% 36 83% 178 214 GROSS VEHICLE TRIPS 1 17% 36 I 83% 178 I 214 Vehicle Occupancy Adjustment @ 16% of Gross External Trips Transit Trip Reduction @ 14.90% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) (4) (5) 17% 17% 17% 6 5 4 83% 83% 83% 28 26 18 34 32 21 NET EXTERNAL VEHICLE TRIPS (1) 17% 22 83% 105 126 1 I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 17% 17% 30 8 83% 83°/0 147 37 177 45 Net External Person Trips (vehicles and transit modes) 17% 38 83% 184 222 1 [ 1 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 17% 5 1 83°/0 25 1 30 Notes (1) Estimated parking spaces for Miami Herald office building. (2) Parking generation rate of 0.4 trips/space from previous studies. (3) 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) (4) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (5) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II • • PAC - PERFORMING ARTS CENTER - TAZ 512 PM Peak Hour Trip Generation Analysis • ITE Land Use Code PM PEAK HOUR TRIPS USES UNITS IN OUT TOTAL % Trips % Trips Trips Live Theatre 4900 seats 50% 49 50% 49 98 GROSS VEHICLE TRIPS (1) 50% 49 50% 49 98 Vehicle Occupancy Adjustment @ 16% of Gross External Trips Transit Trip Reduction @ 14.90% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (2) (3) (4) 50% 50% 50% 8 7 5 50% 50% 50% 8 7 5 16 15 10 NET EXTERNAL VEHICLE TRIPS 50% 29 50% 29 58 Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 50% 50% 41 10 50% 50% 41 10 81 20 Net External Person Trips (vehicles and transit modes) 50% 51 50% 51 138 l I f Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 50% 7 50% 7 14 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment 11 (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II #05178 10/13/2005 T-gen_PM.xls • • • TAZ 512 2010 Cardinal Distribution Direction TAZ 512 NNE ENE ESE SSE SSW WSW WNW NNW 10.84% 5.27% 4.32% 8.79% 14.65% 20.95% 18.24% 16.92% TOTAL 99.98% 35.16% 16.11% 35.60% 13.11% #05178 - TAZ 512 TAZ.xis • Appendix F Traffic Control Measures Plan • lb