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HomeMy WebLinkAboutIII. - Tab 2 - Traffic Impact Analysis1 1 1 1 1 1 1 1 1 1 1 1 1770 NORTH BAYSHORE DRIVE Major Use Special Permit (►CUSP) Traffic Impact Study 1770 North Bayshore Drive Miami, Florida By: RICHARD GARCIA & ASSOCIATES, INC. March 29, 2006 • Ti.ffcJnp.act Study 1 • 1 1 1 1 1 1 1 1 1 • 1 ENGINEER'S CERTIFICATION , Richard Garcia, P.E. # 54886, certify that currently hold an active Professional Engineers License in the State of Florida and am competent through education and experience to provide •engineering services in the civil and traffic engineering disciplines contained in this report. in addition, the firm Richard Garcia & Associates, Inc, holds a Certificate of Authorization # 9592 in the State of Florida. I further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61G15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability. PROJECT DESCRIPTION: 1770 North Bayshore Drive MUSP - Traffic Impact Study PROJECT LOCATION: 1770 North Bayshore Drive Miami, Florida Regisf • on No, 54886 RICHARD GARCIA & ASSOCIATES, INC e c iLnpact S 1 1 1 1 1 1 1 i • c, 1 TABLE OF CONTENTS ENGINEER'S CERTIFICATION._....... ....... ..... _______ .............. EXECUTIVE SUMMARY.............................................................................IV 1.0 INTRODUCTION ___________________________ ..... ......... 2 2.0 PROJECT DESCRIPTION / LOCATION_____ .......... .......... _ 3 3.0 TRIP GENERATION 6 4.0 TRAFFIC DISTRIBUTION__ ........... ........... 8 5.0 TRAFFIC ASSIGNMENT_ .... ................ .................. 9 6.0 TRAFFIC COUNTS..........................................................................11 7.0 EXISTING CONDITIONS................................................................13 8.0 TRANSIT SERVICES 17 9.0 PLANNED ROADWAY IMPROVEMENTS__ ...... ......... „____ 18 10.0 COMMITTED DEVELOPMENTS 19 11.0 CORRIDOR LEVEL OF SERVICE ANALYSIS 20 12.0 INTERSECTION LEVEL OF SERVICE ANALYSIS 22 13.0 TRANSPORTATION CONTROL MEASURES PLAN (TCMP) 26 14.0 RECOMMENDATION 27 RICHARD GARCIA & ASSOCIATES, INC. ii Traffic Impact Studv 1 1 1 1 1 1 1 1 1 1 1 1 • 1 LIST OF FIGURES Figure 1: Location Map 4 Figure 2: Site Han 5 Figure 3: PM Peak Site Traffic 10 Figure 4: Existing PM Peak Hour TMC's 12 Figure 5: Existing Lane Geometry 14 Figure 6: Proposed PM Peak TMC (2009) 24 Figure 7: Proposed Driveway Volume 25 LIST OF TABLES Table 1: Land Uses iv Table 2: Intersection Level of Service Summary v Table 3: Trip Generation Summary 7 Table 4: Cardinal Distribution 8 Table 5: PM Peak Hour Traffic Distribution 9 Table 6: Committed Developments 19 Table 7: Person Trip Corridor Analysis Summary 21 Table 8: Intersection LOS 23 APPENDICES Appendix A: Trip Generation Appendix B: Trip Distribution Appendix C: Signal Timing & Adjustment Factors Appendix D: Traffic Counts (TMC's & ATR) Appendix E: Committed Developments Appendix F: Transit Appendix G: Corridor Analysis (Person Trip) Appendix H: Intersection & Driveway Analysis APPENDIX 1: Review Comments & Responses (City of Miami & FDOT) APPENDIX J: Sufficiency Letter RICHARD GARCIA & ASSOCIATES, INC. 1 rLi)f Traffic nat.Stud�=__._._._.._. Executive Summary The subject project is located on the southwest corner of NE i 3th Street and N. Bayshore Drive in the City of Miami, Florida. The subject project is a mixed used development with the following land uses Table z: Land Uses Land Use (LU) Specialty Retail High -Rise Residential Condo / Townhouse U n its 9.4 T.G.L.A 648 DU The existing use was not analyzed nor have the existing trips been reduced from the future proposed development traffic. The Trip Generation calculations of this project reveal there will be 99 net vehicles per hour (vph) entering and 62 vph exiting during the PM peak hour_ The subject project is located in TAZ 505 and has had the traffic assigned to the surrounding roadway and transit system using the 2005-Cost Feasibility Plan MUATS Cardinal Distribution. Link and intersection traffic counts were collected, averaged and adjusted for Peak Season and used in the link and intersection analyses. These analyses were performed for the existing RICHARD GARCIA & ASSOCIATES, INC. iv T'ra fie n a Stadv 1 1 1 1 ■ ■ ■ ■ ■ ■ ■ condition and proposed condition with background, corn? teed and project traffic. Using the Tra„sporty#ion Corridor concept the results indicated the corridor person trip analysis will not fall below LOS C for all scenarios. The intersection analysis revealec the following results: Table 2: intersection Level of Service Summary Intersection Existing (2006) Proposed (2009) belay North Bayshore Dr. & NE 17 Terr. 12.3 Biscayne Boulevard & NE 17 Terrace 18.9 Biscayne Boulevard & NE 18 Street 1.7 scayne Boulevard & NE 19 Street 28. NE 18 Street & NE 4 Avenue 4.4 North Bayshore Dr. & NE 18 Street LOS Delay 3.8 I A 19,6 23.7 ©, 7 16, 8 16.4 4 LOS A The results of the analysis contained in this report find that the levels of service thresholds are maintained within the LOS standard of E for the Person -Trip methodology. As such, sufficient Transportation Corridor capacity exists to support this development. The additional analysis performed consisted of driveway analysis. The results indicated the subject's driveways will operate at LOS A. • KL RICHARD GARCIA & ASSOCIATES, INC. ■ v ■ i rattle Impact Study 1 • 1 1 1 1 • 1 • 1 LO ntroduction The purpose of this study is to evaluate the -sociated traffic impacts with the proposed re -development of the subject project which is located on the southwest corner of NE 18th Street and N. Bayshore Drive in the City of Miami, Florida. This report follows the methodology for a Major Use Special Permits ‘MUSP) utilized in the City of Miami. The traffic impacts to the adjacent roadways were evaluated as well as the signalized intersections of Biscayne Boulevard and NE 1 7lh Terrace and 19th Street. Lastly, the site driveways were also analyzed. These intersecfions were the most affected by this project and were discussed with the City's traffic consultant during the project's scoping phase. This analysis was performed for the existing and proposed conditions during the PM Peak Hour using the Peak Season condition. This report follows the methodologies adopted by the City of Miami's Person -Trip Analysis and conforms to the Institute of Transportation Engineer's (ITE) Trio Generation, and Traffic Impact Studies Manual as well as the 2000 Edition of the Highway Capacity Manual. RICHARD GARCIA & ASSOCIATES, INC. 2 3._ ^•" • t rattic Impact Study 1 • 1 1 1 2.0 Project Description / Location The subject project is located on the southwest corner of NE 18th Street and North Bayshore Drive in the City of Miami, Florida. The following land uses as identified by the Institute of Transportation Engineers (ITE), most closely resembles the proposed mixed use re -development. These land uses are as follows: Land Use 814: Specialty Retail wi 9,400 square feet Land Use 232: High-rise Residential Condo w/ 648 DU (Dwelling Units) Site access is provided on NE 18th Street. Figure 1 depicts the site's location map while Figure 2 is a site plan. Ric GARCIA & ASSOCIATES, INC, A 3 „traffic Impact Study 1 1 1 1 110 1 Figure 1: Location Map RICHARD GARCIA & ASSOCIATES, INC. 4 • IN NM • III MI NI NI 11111,11 III NI Ell Ell 111 NI Traffic Impact Study • 1 i • • • • • 3.0 Trip Generation The trip generation characteristic for the subject project was obtained from l Es Trip Generation Manual, 7' Ed. The Trip Generation calculations results of the proposed development are summarized below. The ITE rates and percentages for PM Peak Hour Trips are included in Corresponding tab. Table 3 below summarizes the greatest traffic impact associated with the subject development, which occurs during the PM peak. This report did not deduct the existing traffic from the future trip generation results. Lastly, the trip generation was converted to net vehicle trip by utilizing the City's Person Trip Methodology. This methodology uses 16% vehicle occupancy and a 14.9% transit reduction factors. Lastly, a pedestrian reduction of 10 percent was utilized for pedestrian and bicycle trip reduction. These factors are consistent with the values used in the City's DRI - Increment II for the Omni Area. In addition, neither the existing traffic was deducted nor was an internalization used. Lastly, the these values are contained in the "Trip Gen" tab of the appendix and have been utilized as appropriate. RICHARD GARCIA & ASSOCIATES, INC. 6 .01 Tr af` is 7T ci_St dv° • • 1 • • • • • 1 ■ Table 3: Trip Generation Summary i I PM PEAK HOUR TRIPS Land Use (LUj I ITE LU IT TRIP GENERATION fN OUT TOTAL Units CODE RATE % Trips °% Trips TRIPS Specialty Retail High -Rise Residential Condo / Townhouse 9.4 T.G.LA 310 648 DU 232 2.71 0,35 44% 63% 11 155 56% 37% 14 91 25 246 Site Trip Generation 61% 167 39% 105 272 Gross Vehicle Trips 105 Vehicle O,CU.an Adjustment a 16_0% Of Grass Tr s 61 272 ransit Trig Reduction 14.9% Of Gross Trios 61% �® Pedestrianrj3icycie Tri. Reduction . 10 8% Of Gross Trios 61% 17 40 " ®® Net Vehicle Tries 1110111=111111111,111151111111111111 39% RICHARD GARCIA & ASSOCIATES, INC., 7 4.0 Traffic Distribution I rattle impact Ntudv • 1 LA The Traffic Analysis Zone (TAZ) tor the subject development is TAZ 505 as assigned by • the Metropolitan Planning Orgonization's (MPO). The County's TAZ are included in the Corresponding tab. The corresponding traffic distribution being assigned to the following directions are outlined in Table 4. The Corresponding tab includes a TAZ Map and the corresponding Directional Distribution Summary for this zone utilizing the 2005 Cost Affordable Han Table 4: Cardinal Distribution DIRECTION DISTRIBUTION % 9.34 3.80 5.70 4.00 21.48 24.99 15.67 15.02 100.00 RICHARD GARCIA & ASSOCIATES, INC. 8 f ,-.91.1v.trzore 5.0 Traffic Assignment Traffic Impact Study 1 • 1 The PM peak hour trips from Table I have been distributed and assigned to the existinc adjacent roads. As evident from trip generation calculations, the PM peak hour represents the worse case. Table 5 was developed to depict the PM Peak Hour Assignments while Hgure 3 depicts the assignments to the surrounding intersections. Table 5: PM Peak Hour Traffic Distribution DIRECTION IN OUT 9 6 4 2 6 4 4 2 21 13 25 16 15 10 15 9 99 62 Total 15 6 10 6 34 41 25 24 161 LA, RICHARD GARCIA & ASSOCIATES, INC. A 9 Traffic Impact Study Figure 3: PM Peak Site Traffic RICHARD GARCIA & ASSOCIATES, INC. 14 1 rainc Impact may 6.0 Traffic Counts 1 r • • • For the purposes of the corridor analysis, continuous 72-hour Auto rr afic Traffic Recorder (ATR) was collected on Tuesday, Wednesday and Thursday March 14th through March 16th, 2006 These counts were averaged, adjusted for peak season and corrected for multi -axle traffic by utilizing the ;Florida Department of Transportation Peak Season Correction Factor (PSCF) and Axle Correction Factors (ACF) of 0.99 and 0.97, respectively. Lastly, these calculations were similarly performed for the Average Annual Daily Traffic (AADT) and are included in the tab labeled "TMC's/ATR" in the appendix. RICHARD GARCIA & ASSOCIATES, INC. 11 c Lorr, JJ Traffic Impact Studl- Additionally, manualTurning Movement Counts (TMC) were taken at the nearby intersections surrounding the subject site. These intersections were discussed and developed during the scoping phase of the project with the City of Miami's Traffic Consultant, . Figure 4 is a graphical representation of the existing Tiv\C that have been adjusted to represent the peak season. Figure 4: Existing PM Peak Hour TMC's RICHARD GARCIA & ASSOCIATES, INC. 12 1Y41 )I 7,0 Existing Conditions traffic impact Study • • • i i Geometry: Biscayne Boulevard / SR 5 / US 1 Biscayne Boulevard is a 4 lane divided State Road it provides connectivity in the north -south direction and has auxiliary left turn lanes at most major intersections. On -street parking is not permitted, however bus routes/stops do exist within this corridor. Geometry: NE 15th Street NE 15th Street is a two-lane undivided non -State road. it provides connectivity in the east -west direction and has auxiliary left turn lanes at most intersections. On -street parking is not allowed, however bus stop do exist. Existing Lane Geometry The existing approach lanes are depicted in Figure 5 below. This figure also depicts the Synchro Model used to perform the intersection analyses. RICHARD GARCIA & ASSOCIATES, INC. 13 • Livanurejit'. _IV Li ar Traffic impact Study Figure 5: Existing Lane Geometry RICHARD GARCIA & ASSOCIATES, INC. 14 .S ld a ate!'.`. Traffic Impact Study • • Sig noiization: Biscayne Boulevard & NE 19th Street The existing signal timing was obtained from Miami -Dade County Signals and Signs division. The existing PM Peak hour condition has a 115 second cycle length. The Signal Operating Han (SOP) consists of a two-phase operation. The first phase provides east -west through movement which also allows permissive left turns. This phase has 26 seconds of green indication followed by 4 seconds of yellow. The second phase provides north -south through movement with permissive left turns. This phase has a maximum of 81 seconds of green indication followed by 4 seconds of yellow. An all red is not utilized at this intersection. This is further documented in the "Timing/Factors" tab of.the appendix as Asset ID 2390. Biscayne Boulevard & NE 17rh Terrace The existing PM Peak hour condition has a 115 second cycle length. The Signal Operating Plan (SOP) consists of a three-phase operation. The first phase provides a protected south through movement and a southbound left turn movement. This phase has 18 seconds of green indication followed by 4 seconds of yellow and 1 second of all red. The second phase provides north/south through movement with permissive left turns. This phase has a maximum 64 seconds of green indication followed by 4 seconds of yellow. The CI IP\ //r RICHARD GARCIA & ASSOCIATES, INC. 15 rktif C, . Jr/ Traffic lin_pact Study third phase provides east/west movement This phase has a maximum of 20 seconds of green followed by 4 seconds of yellow. These calculations are included with the signal timing and were input into the 5yncnro Model. This is further documented in the Timing/Factors tab as Asset ID 4136. RICHARD GARCIA & ASSOCIATES, INC. 16 LL._31-. Traffic Impact Studv /5”0 Transit Services During the roadway mode of the Person Trip Corridor analysis, it was found that sufficient capacity exist to support this development (i.e. LOS C existing and LOS D proposed). As such transit services were not obtained from Miami -Dade Transit Agency. However, in the event that trips need to be assigned to transit modes, we will utilize the available transit capacity. RiCHARD GARCIA & ASSOCiATES, INC. 17 u,-s :ure Aft; _ jvi Traffic Impact Study • 9oO Planned Roadway improvements The 2006 Transportation Improvement Program (TIP) was reviewed for possible roadway improvements near the subject project. Additionally, the downtown inset for Capacity, Safety and other Improvements map in addition to the Reconstruction, Rehabilitation and Resurfacing (RRR) Improvements map was evaluated for improvements within a three year horizon. The only project listed for the analyzed roadways was Financial Management (FM) Number 4146241 as a Resurfacing project slated for 2088. This project is on Biscayne Boulevard (SR 5 / US 1) from NE 13th to NE 38th Street and will maintain the existing lane geometry. As such, the proposed conditions were based on the existing roadway geometry. The tab labeled Person Trip includes a print out of the Miami -Dade Metropolitan Planning Organization (MPO) TIP with said project. RICHARD GARCIA & ASSOCIATES, INC. 28 111 Traffic Impact Study 1 • 1 1 1 1 1 1 1 10f) Committed Developments At th,, request of the City of Miami's Traffic Engineer, t-)e planning department was contactec with a list of committed developments taken from the December 2005 City of Miami Larqe Scale Development Report: 7995-Present. Excerpts from that report are included in the tab labeled Committed along with the summary of the committed developments utilized here. Table 7 summarizes the committed developments utilized in the subsequent analyses. Table 6: Committed Developments ROADWAY NAME 0- DIR Project Name Total Committed Traffic Cite (Biscayne Village) Ellipse Miramar Centre Phase I Miramar Centre Phase }I Miramar Centre Phase III (Hotel de Opera) Paramount Bay Portico Quantum on the Bay 1 2 3 5 E 7 8 79 8 Biscayne Blvd NB 131 21 0 31 35 26 14 59 317 SB 11 10 0 62 54 60 19 73 289 LINK 142 31 0 93 89 86 33 132 606 NE 15th St EB 0 0 0 15 3 6 0 0 24 WB 0 0 0 17 5 10 0 0 32 LINK 0 0 0 32 8 16 0 0 66 1 1 1 1 1 1 1 • IA\ Jr -A RICHARD GARCIA & ASSOCIATES, INC. 19 ..._.__....._..--_.. �.....__�. �_.Traffic Impact Study • • • • • • 11.0 Corridor Level of Service Analysis A corridor analysis was performed that follows the City of Miami's Person Trip Methodology. This methodology has been utilized in the City's Development of Regional impact (DRI) - Increment ll and has been accepted by both the FDOT and the South Florida Regional Planning Council_ Lastly, this methodology is further detailed in the City's document: Transportation Corridors: Meeting the Challenge of Growth Management in Miami. The results of the corridor analysis reveal that all levels of service thresholds will be above the LOS E standard. Table 7 is a summary of the results while the Person Trip tab contains the spreadsheet utilized to compute the peak season existing condition, the future year (i.e. 2009) background condition, the background and committed condition and finally, the proposed condition containing the cumulative effects. J-- RICHARD GARCIA & ASSOCIATES, INC. 20 r-- Traffic Impact Study 1 1 1 1 1 1 it Table 7: Person Trip Corridor Analysis Summary ROADWAY MODE ROADWAY I i I PERSON- r1 F..ERSON- EXCESS MIAMI ROADWAY TRIP ROADWAY TRIP PERSON ADOPTED CORRIDOR VEHICULAR CAPACITY VEHICULAR VOLUME TRIP TO DIR OS TYPE CAPACITY A 1,6 PPV 1 VOLUME .11 1.4 PPV CAPACITY 'WC --- - ' • " — - " — ' ' - ROADWAY PERSON TRIP LOS Biscayne Sivd II1 NE 15 ST NE 13 ST Ne 5 41...D-Class 11 1500 2960 810 1133 1747 I 9.39 C NE' 19 ST NE 15 ST 5B E AM -Class 6 1850 1 2880 722 1011 1E59 ' 0,35 C NE 15th 51 NE 2 AVE N. HAYSHORE DR., E'E- E" 21,.0-nnh State 550 1360 279 390 970 1 0.23 1 C N. OAY5110RE DR, NE 2 AVE1 WO 2LLI-4-57State 1350 1360 i 317 444 919 0.33 C IIBAOK R 51172i.%' 5%2 Biscayne Siva NE 15 ST NE 19 ST NB E 4LD-Class 11 laoo T 2880 859 1203 J 1577 0,42 C NE 19 ST NE 15 ST 513 E 4L lass II 1600 20801 I 756 1072 1 tece. 0.37 NE 15th 82 NE 2 AVE N. SAYSHDRE DR. EB E 2W-ran Swe 550 1360 1 299 414 946 0.00 C N. SAYSHORE DR. NE 2 AVE WO 5 2LU-nori State 850 1 1 as') j an 471 889 0.35 C aGFziDOND..weci*fif:#:Lu. t Biscayne Blvd I NE 15 ST NE 19 ST NB 0 1.0-Class 11 1800 2880 . 1176 1647 1 1233 0.57 C NE19 ST NE15 ST SB E 41.D-Class fl 1605 2889 1055 1477 I'• 1403 0.51 C NE 15th St NE2 AVE N_ BAYSHORE DIR. EB E 2L.1.1-non State 850 1350 320 448 912 1 0.33 C N. BAYSHORE DR. NE 2 AVE WS 5 2LU-sion State 850 1 1360 369 516 844 0.36 C ARROJECE-AritasAcKGROUNDIWCIIATIMIFEIBiell- • . • NE15 ST NE19 ST NE 2 AVE Biscayne BSyd NE 1907 NE 15 ST NE 15th St NB 85 E 4LD-C1a58 88 1800 4LD-Class 11 2.855 1500 2880 1216 1084 1703 1532 1177 0,59 1346 TI 0.53 01 01 N. BAySHORE DR. N. SAYSHORE DR.I . EB NE 2 AVE1 343 2LU-non State 850 1360 2111-non State 1 ast) 1360 366 405 512 649 0,36 01 559 794 1 0.42 1 01 RICHARD GARCIA & ASSOCIATES, INC. 21 Traffic Impact Study 12.0 Intersection Level of Service Analysis intersection analyses were performed for the peak season existing condition and the proposed condition at the four (4) intersections describec below using the Synchro/SimTraffic software. The results indicate the LOS are within acceptable guic elines for these types of facilities. Table 9 provides a summary of the results while the "int. Analysis" tab provides the program output. Future driveway volumes were estimated from the adjacent intersections. The capacity analysis was done for the Existing (without site traffic) and proposed conditions (with background, committed and site traffic) for the PM peak hour for the following intersections: • North Bayshore Dr. & NE 17th Terrace (unsignalized) • Biscayne Boulevard & NE 17th Terrace (Signalized) • Biscayne Boulevard & NE 18th Street (unsignalized) • Biscayne Boulevcfrd & NE 1 9Th Street (Signalized) NE 18th Street & NE 4 Avenue (unsignalized) • North Bayshore Dr. & NE 18 Street (unsignalized) RICHARD GARCIA & ASSOCIATES, INC. 22 Traffic Impact Study 1 r 1 1 • Table 8; Intersection LOS li erse'C on lid* {i x3e,.._ ,19:0: $,U9n1 .7, cif r ✓' ?�.<H:'r_, -r T-Y.-,-,,,a,_lr' . Y "" .r" .. F, saes''- '-_ intersection Existing (20Q6) Proposed (2009) Delay LOS Delay LOS North Bayshore Dr. & NE 17 Terr. 12.3 B 19,6 C Biscayne Boulevard & NE 17 Terrace 18.9 B 23..7 C Biscayne Boulevard & NE 18 Street 1.7 A 10.7 8 Biscayne Boulevard & NE 19 Street 28.3 C 16.8 8 NE 18 Street & NE 4 Avenue 4.4 A 16.4 C North Bayshore Dr. & NE 18 Street 3.8 ,4 4 A RICHARD GARCIA & ASSOCIATES, INC, 23 - _._-_ Traffic Impact Study Figure 6 below depots the future intersection volumes (TMC) Figure 6: Proposed PM Peak TMC (2009) RICHARD GARCIA & ASSOCIATES, INC. 24 ,v.- ,ayshare Dr. MUSPImpact Stud_ 1 1 1 1 1 1 1 Figure 7 depicts the driveway volumes. Using he TMC's from Figure 6 The approac dna volumes were determined at the site driveways. Lastly, the LOS analysis for the driveways resulted in on average delay of 2.2 for the driveway. These delays correspond to an LOS A. The intersection analysis tab in the appendix contains the results of this analysis. Figure 7: Proposed Driveway Volume RICHARD GARCIA & ASSOCIATES, INC. 25 i;(.-,tysitore AftTSP-- Traffie Impact Study 1 • 1 1 1 1 1 1 13.0 Transportation Control Measures Plan (TCMP) In keepina with the City's effort to alleviate traffic congestion, the developer will make every effort to encourage the use of the surrounding transportation system to include, but not limited to, pedestrian, bicycle and transit. Information will be provided to residents and patrons of the surrounding transit system. Lastly, every effort will be made to design amenities that encourage all modes of transporiation. RICHARD GARCIA & ASSOCIATES, INC. 26 1 Ba sho -Dr:-.11117SP 14.0 Recommendation Atr..• - A=iiit.IuD • 1 1 1 1 1 1 The results -of the analysis contained in this report find t of service t at the levels iresholds are maintained within the LOS standard of E for the Person -Trip methodology utilizing the Transportation Corridor concept. Additionally, all the intersections and proposed driveways analyzed will have acceptable Level of Service, The results indicated the intersections analyzed will have some degradation but remain above an LOS C condition. As such, sufficient roadway person -trip capacity exists to support this development. RICHARD GARCIA & ASSOCIATES, INC. 27 a; . ., S US __.__.. _ ._....T_raf c Impact Study Appendix A: Trip Generation CIA RICHARD GARCIA & ASSOCIATES, INC. Appendix II IN MI Ell Ell Ell E s Land Use LU Specialty Retail High -Rise Residential Condo / Townhouse Site Trip Generation Gross Vehicle Trips Vehicle Occupancy Adjustment @ Transit Iris Reduction . Pedestrian/Bic cle Tn• Reduction . 1770 North Bayshore Drive (MUSP) ITE ITE TRIP LIJ GENERATION CODE RATE 9.4 T.G.L.A 648 DU 16.0% Of Gross Trips 14.9% Of Gross Trips 10.0% Of Gross Trips Net Person Tries in Vehicles . 1.40 Persons/ Vehicle Net Person Tries in Transit 1.40 Persons/ Vehicle Net Person Tries Vehicle and Transit Modes Net Person Tries Walkin•/Bic clin NOTES: Trip Generation from ITE 7th ED. Adjustment factors taken from Downtown Miami DRI Increment it for Omni Area. 1.40 Persons/ Vehicle PM PEAK HOUR TRIPS IN OUT Trips 44% 11 63% 156 61% 39% 39% 39% TOTAL TRIPS 87 225 57 09 281 Summary of Trip Generation Calculation For 648 Dwelling Units of High -Rise Resider Li al Condo / Townhouse March 2" , 2006 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg, Weekday 2-Way Volume 4.18 2,08 7-9 AM Peak Hour Enter 0.06 0.00 7-9 AM Peak Hour Exit 0.28 0.00 7-9 AM Peak Hour Total 0.34 0.59 4-6 PM Peak Hour Enter 0.24 0.00 4-6 PM Peak Hour Exit 0.14 0.00 4-6 PM Peak Hour Total 0.38 0.62 AM Pk Hr, Generator, Enter 0.06 0.00 AM Pk Er, Generator, Exit 0.28 0.00 AM Pk Hr, Generator, Total 0.34 0.59 PM Pk Hr, Generator, Enter 0.26 0.00 PM Pk Hr, Generator, Exit 0.12 0.00 PM Pk Err Generator, Total 0.38 0.62 Saturday 2-Way Volume 4.31 2.11 Saturday Peak Hour Enter 0.15 0.00 Saturday Peak Hour Exit 0.20 0.00 Saturday Peak Hour Total 0.35 0.59 Sunday 2-Way Volume 3.43 1.88 Sunday Peak dour Enter 0.16 0.00 Sunday Peak Hour Exit 0.14 0.00 Sunday Peak Hour Total 0.30 0.55 1.00 2709 1.00 39 1.00 181 1.00 220 1.00 156 1.00 91 1.00 246 1.00 39 1.00 181 1.00 220 1.00 168 1.00 78 1.00 246 1.00 2793 1.00 97 1.00 130 1.00 227 1.00 2223 1.00 104 1.00 91 1.00 194 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS • i i Summary of Trip Gene Generation Calculation For 9.4 March 14, 2006 ra. ty Retail Center Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 44.32 15.52 1.00 417 7-9 AM Peak Hour Enter 0.00 0.00 2.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1.19 0.00 1.00 11 4-6 PM Peak Hour Exit 1.52 0.00 1.00 14 4-6 PM Peak Hour Total 2.71 1.83 1.00 25 AM Pk Hr, Generator, Enter 3.28 0.00 1.00 31 AM Pk Hr, Generator, Exit 3.56 0.00 1.00 33 AM Pk Hr, Generator, Total 6.84 3.55 1.00 64 PM Pk Hr, Generator, Enter 2.81. 0.00 1.00 26 PM Pk Hr, Generator, Exit 2.21 0.00 1.00 21 PM Pk Hr, Generator, Total 5.02 2.31 1.00 47 Saturday 2-Way Volume 42.04 13.97 1.00 395 Saturday Peak Hour Enter 000 0.00 1.00 0 Saturday,Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1.00 192 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS 1 1 • • r 1 ■ e....._ -. t .lv.:-. ;ays ore- 3 n-.11JUS _ _ Traffic Impact Study • Appendix B: Trip Distribution • 1 1 r 1 • r. Ai\ RICHARD GARCIA & ASSOCIATES, INC. • Appendix 1 ......UH.J•- .. . 241H—. Traffic Anaysis Zones r..r) OTH ...... _191th 19:a — ..... .• . ...... ... . • "---11-5E-1.1-tf.k...r.:: _11 ........... 0, 4. H 171 > z ................ Project Site 1 r • 1• Mia Dade Transportation Plan (to the Year 2030) Directional Trip Distribution Report January 2005 Prepared by: I Gannett Fleming In association with: PACO Group Public Financial Management Media Relations Group I✓_IiamiJ2 de Interim 2005 Cost Feasible Plan • • f ORIGIN ZONE 496 TRIPS PERCENT 497 TRIPS PERCENT 498 TRIPS PERCENT 499 TRIPS PERCENT 500 TRIPS PERCENT 501 TRIPS PERCENT 502 TRIPS PERCENT 503 TRIPS PERCENT 504 TRIPS PERCENT DIRECT1CNAL DISTRIBUTION SUMMARY CARDINAL DIRECTIONS NNE ENE ESE SSE 5SW WSW WNW NNW TOTAL TnL 129 41 46 111 144 155 117 89 832 15.50 4.93 5.53 13.34 17.31 18,63 14.06 10.70 161 64 55 123 193 198 146 136 1076 14.96 5.95 5.11 11.43 17.94 18.40 13.57 12.64 638 658 345 853 1426 924 576 607 6027 10.59 10.92 5.72 14.15 23.66 15.33 9.56 10.07 225 93 79 191 331 303 202 247 1671 13.46 5.57 4.73 11.43 19.81 18.13 12.09 14.78 678 183 300 780 850 1284 624 649 5348 12.68 3.42 5.61 14.58 15.89 24.01 11.67 12.14 389 164 142 317 355 633 386 402 2788 13.95 5.88 5.09 11.37 12.73 22.70 13.85 14,42 344 150 116 244 291 613 325 386 2469 13.93 6.08 4.70 9.88 11.79 24.83 13.16 15.63 1343 521 570 957 1490 2194 1403 1706 10184 13.19 5.12 5.60 9.40 14.63 21.54 13.78 16.75 617 222 274 229 1153 1292 716 894 11.43 4.11 5.08 4.24 21.36 23.94 13.27 16.56 5397 505 TRIPS PERCENT 934 380 570 400 2148 2499 1567 1502 10000 9.34 3.80 5.70 4.00 21.48 24.99 15.67 15.02 506 TRIPS PERCENT 507 TRIPS PERCENT 508 TRIPS PERCENT 509 TRIPS PERCENT 510 TRIPS PERCENT 732 277 254 434 719 1304 893 909 13.26 5.02 4.60 7.86 13.02 23.61 16.17 16.46 5522 593 309 290 197 1085 1232 1107 927 5740 10.33 5.38 5.05 3.43 18.90 21.46 19.29 16.15 45 101 79 10 53 238 146 74 6.03 13.54 10.59 1.34 7.10 31.90 19.57 9.92 746 339 134 88 47 589 847 705 631 3380 10.03 3.96 2.60 1.39 17.43 25.06 20.86 18.67 18 23 10 3 17 73 54 44 242 7.44 9.50 4.13 1.24 7.02 30.17 22.31 18.18 - 34 - 1/18/05 • • 1 1 • 1 • • • • 1770 North Bayshore Drive (MUSP) Project Cardinal Distribution (TAZ 505) PM Peak Trips DIRECTION DISTRIBUTION % IN OUT Total 9.34 3.80 5.70 4.00 21.48 24.99 15.67 15.02 9 6 4 2 6 4 4 2 21 13 25 16 15 10 15 9 15 6 10 6 34 41 25 24 100.00 99 62 161 Note: Based on MUATS & Year 2025 Plan Update, Technical Report: Directional Trip Distribution Year 1999 Model Validation and 2005-2025 Cost Affordable Plan, Date: December 31, 2001 obtained from Miami Dade MPO. Traffic Assignment Percentage North 24.36 East 9.50 South 25.48 West 40.66 Total 100.00 • MI NI III NI II MI NI WI MN al El II III III 4111 1770 North Bayshore Drive (MUSP) PM Traffic Assignments Direction IN OUT TOTAL North 9+15=24 6+9=15 39 East 4+6=10 2+4=6 16 South 4+21=25 2+13=15 40 West 25+15=40 16+10=26 66 TOTAL 161 MI MI 1111 MI MI Mir Ill MI MI MI MI III 1770 North Bayshore Drive (MUSP) PM Peak Project Trip Assignment 24 15 a 26 <2=3 (� _". 10 NE 15th Street 40 => 6 15 25 Site Traffic 111 1770 N. Bayshore MUSP ashore ___..Traffic Impact S dy Appendix C: Signal Timing & Adjustment Factors RICHARD GARCIA & ASSOCIATES, INC. Appendix H_. 501 • 5 Traffic Signals No. 1 _26TH 26TH 25TH 2 24TH 4TH 23riD,......-.....__.i 2t$T L 2dTH 23 IBTH 4 3 50 507 ! 5p9 3TH ?..�. --1 512 1' H • i 5'!3 % 1 13 Project Site -5 1 • 1 • • • • 2390 TIMING, DATA FOR 2390 US FAT OF N3G G. Y EWW F 1 T 35 55 1 4 7 18 2 T 66 55 1 4 7 18 3 T 32 55 1 4 7 18 4 M 35 55 1 4 7 18 5 M 35 55 1 4 7 18 6 M 58 95 1 4 7 18 7 M 58 95 1 4 7 18 8 T 74 55 1 4 7 18 9 7' 54 80 1 4 7 18 10 T 58 75 1 4 7 18 11 T 35 55 1 4 7 18 12 T 74 55 4 7 18 13 M 54 80 1 4 7 18 16 T 53 75 1 4 7 18 17 T 58 75 1 4 7 18 18 T 45 8_0 1 4 7 18 19 T 0 30 1 4 18 20 M 58 95 I 4 7 18 21 T 0.30 1 4 7 18 22 M 65 65 1 4 7 18 23 T 0-30 1 4 7 18 24 T 0 24 1 4 7 18 MIN: 20 18 1 & NE 19 ST (SEC: 3 TYPE: SA) S Y M CYC 1 4 90AVG M2 0/3 1 4 90PRE AM M2 0/ 1 4 90POST PM M2 0 1 4 90MIA14I ARENA 1 4 90MIAMI ARENA 1 4 130BEACH EGRESS 1 4 130BEACH INGRES 1 4 90AM PEAK M2 0 1 4 115PRE PM PEAK 1 4 110AFT MI 0/3 1 4 90EARLY NITE M I 4 90AM PEAK M1 I 4 115PRE PM PEAK 1 4 110MID MORN M2 I 4 110NOON M2 0/3 1 4 115PM PEAK M2 0 6 65DAWN M2 14/2 .1 4 130TEST NOON M 1 4 1 4 1 4 I 4 6 65NITE M2 8/3 100MCARTHUR ELO 6 65LATE NIGHT 1 7 59RECALL TEST PHASE: 4 42 I\ , G(w) 7 60 GM .5 2(g) ( { G(total .06, e ( 4 SPLIT cV— ( G-5 • • 1 1 1 • 4136 TIMING DATA FOR 4136 US 1 & NE 17 ERR PAT OF NSW F Y EWW F G Y. R 1 7 88 40 10 4 7 12 1 4 7 4 1 2 T 3 39 10 4 7 12 1 4 8 4 1 3 T 1 39 10 4 7 12 1 8 A 1 4 M 88 40 10 4 7 12 1 4 7 4 1 5 M 86 40 10 4 7 12 1 4 7 4 1 6 M 58 72 10 4 7 12 1 4 15 4 1 7 M 58 72 10 4 7 12 1 15 4 1 8 T 23 40 10 4 7 12 1 4 7 4 1 9 T 54 54 10 4 7 12 1 4 18 4 10 T 52 49 10 4 7 12 1 4 18 4 1 11 T 88 40 10 4 7 12 1 4 7 4 1 12 T 23 40 10 4 7 12 1 4 7 4 1 13 M 54 54 10 4 7 12 1 4 18 4 1 16 T 8 1 10 7 12 1 16 4 1 17 T 49 52 10 4 7 12 1 4 15 4 1 18 T 14 54 10 4 7 12 1 4 18 19 T 0 38 10 7 12 1 4 5 4 20 M 58 72 10 4 7 12 1 4 15 4 1 21 T 88 40 10 4 7 12 1 4 7 4 1 22- M 22 50 10 4 7 12 1 4 7 4 1 23 T 0 38 10 4 1 7 12 1 4 5 4 1 24 T 0 39 10 4 7 12 1 6 4 1 MIN: 35 10 12 1 TYPE: SA) S v M CYC 9CAVG M2 0/3 90PRE AM M2 0/ 90P0ST PM M2 0 90MIAMI ARENA 90MLAMI ARENA 1303EACH EGRESS 130BEACH INGRES 90AM PEAR M2 0 115PRE PM PEAF 110A9T M1 0/3 90EARLY NITE M 90AM PEAF M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 86DAWN M2 14/2 130TEST (NOON M 90NITE M2 8/3 100MCARTHUR BLO 6 86LATE NIGHT 1 7 88RECALL TEST PHASE: ep i 4)z- G. G(f) e_ G(9) ___ ( G(totaI) ( 20 Y 2 4- SPLIT ?,5 4.420 .---0.4 & \(,, LJIJL+. s as.-U1I. -Transportation Statistics Office-- 2004 Peak Season Factor Category- Report MIAMI-DADE NORTH Category: 8700 • 1 • • Week Dates SF PSCF 1 01/01/2004 - 01/03/2004 1.00 1.03 2 01/04/2004 - 01/10/2004 1.00 1.03 3 01/11/2004 - 01/17/2004 0.99 1.02 4 01/18/2004 - 01/24/2004 0.99 1.02 5 01/25/2004 - 01/31/2004 0.99 1.02 • 6 02/01/2004 - 02/07/2004 0.98 1.01 * 7 02/08/2004 - 02/14/2004 0.98 1.01 • 8 02/15/2004 - 02/21/2004 0.97 1.00 • 9 02/22/2004 - 02/28/2004 0.97 1.00 * 10 02129/2004 - 03/06/2004 0.97 1.00 * 11 03107/2004 - 03/13/2004 0.97 1.00 * 12 03/14/2004 - 03/20/2004 0.96 0.99 * 13 03/21/2004 - 03/27/2004 0.97 1.00 * 14 03/28/2004 - 04/03/2004 0.97 1.00 * 15 04/04/2004 - 04/10/2004 0.98 1.01 * 16 04/11/2004 - 04/17/2004 0.98 ,1.01 * 17 04/18/2004 - 04/24/2004 0.98 1.01 * 18 04/25/2004 - 05/01/2004 0.98 1.01 19 05/02/2004 - 05/08/2004 0.99 1.02 20 05/09/2004 - 05/15/2004 0.99 1.02 21 05/16/2004 - 05/22/2004 0.99 1.02 22 05/23/2004 - 05/29/2004 0.99 1.02 23 05/30/2004 - 06/05/2004 0.99 1.02 24 06/06/2004 - 06/12/2004 1.00 1.03 25 06/13/2004 - 06/19/2004 1.00 1.03 26 06/20/2004 - 06/26/2004 1.01 1.04 27 06/27/2004 - 07/03/2004 1.02 1.05 28 07/04/2004 - 07/10/2004 1.03 1.06 29 07/11/2004 - 07/17/2004 1.04 1.07 30 07/18/2004 - 07/24/2004 1.04 1.07 31 07/25/2004 - 07/31/2004 1.03 1.06 32 08/01/2004 - 08/07/2004 I.03 1.06 33 08/08/2004 - 08/14/2004 1.02 1.05 34 08/15/2004 - 08/21/2004 1.02 1.05 35 08/22/2004 - 08/28/2004 1.03 1.06 36 08/29/2004 - 09/04/2004 1.04 1.07 37 09/05/2004 - 09/11/2004 1.05 1.08 38 09/12/2004 - 09/18/2004 1.06 1.09 39 09/19/2004 _ 09/25/2004 1.05 1.08 40 09/26/2004 - 10/02/2004 1.03 1.06 41 10/03/2004 - 10/09/2004 1.01 1.04 42 10/10/2004 - 10/16/2004 1.00 1.03 43 10/17/2004 - 10/23/2004 1.00 1.03 44 10/24/2004 - 10/30/2004 1.00 1.03 45 10/31/2004 - 11/06/2004 1.01 1.04 46 11/07/2004 - 11/13/2004 1.01 1.04 47 11/14/2004 - 11/20/2004 1.01 1.04 48 11/21/2004 - 1 I/27/2004 1.01 1.04 49 11/28/2004 - 12/04/2004 1.01 1.04 50 12/05/2004 - 12/11/2004 1.00 1.03 51 12/12/2004 - 12/18/2004 1.00 1.03 52 12/19/2004 - 12/25/2004 1.00 1.03 53 12/26/2004 - 12/31/2004 0.99 1.02 MOCF = 0.9 7 ote: "*" indicates peak season week Page Print lDate. UCounty: 87 - DADE Category! 8702 SR 5/US-I/BRICKELL • • 1 1 1 1 • 1 2 r0Fiori as Deuartient of Trari sport at im r iarisgertatibii tatt ier ffice 2004 Weekly Axle Factor Category Report Week Dates 1 01/01/2004 - 01/03/2004 2 01/04/2004 - 01/10/2004 3 01/11/2004 - 01/17/2004 4 01/18/2004 - 01/24/2004 5 01/25/2004 - 01/31/2004 6 02/01/2004 - 02/07/2004 7 02/08/2004 - 02/14/2004 8 02/15/2004 - 02/21/2004 9 02/22/2004 - 02/28/2004 10 02/29/2004 - 03/06/2004 11 03/07/2004 - 03/13/2004 12 03714/2004 - 03/20/2004 13 03/21/2004 - 03/27/2004 14 03/28/2004 - 04/03/2004 15 04/04/2004 - 04/10/2004 16 04/11/2004 - 04/17/2004 17 04/18/2004 - 04/24/2004 18 04/25/2004 - 05/01/2004 19 05/02/2004 - 05/08/2004 20 05/09/2004 - 05/15/2004 21 05/16/2004 - 05/22/2004 22 05/23/2004 - 05/29/2004 23 05/30/2004 - 06/05/2004 24 06/06/2004 - 06/12/2004 25 06/13/2004 - 06/19/2004 26 06/20/2004 - 06/26/2004 27 06/27/2004 - 07/03/2004 28 07/04/2004 - 07/10/2004 29 07/11/2004 - 07/17/2004 30 07/18/2004 - 07/24/2004 31 07/25/2004 - 07/31/2004 32 08/01/2004 - 08/07/2004 33 08/08/2004 - 08/14/2004 34 08/15/2004 - 08/21/2004 35 08/22/2004 - 08/28/2004 36 08/29/2004 - 09/04/2004 37 09/05/2004 - 09/11/2004 38 09/12/2004 - 09/18/2004 39 09/19/2004 - 09/25/2004 40 09/26/2004 - 10/02/2004 41 10/03/2004 - 10/09/2004 42 10/10/2004 - 10/16/2004 43 10/17/2004 - 10/23/2004 44 10/24/2004 - 10/30/2004 45 10/31/2004 - 11/06/2004 46 11/07/2004 - 11/13/2004 47 11/14/2004 - 11/20/2004 48 11/21/2004 - 11/27/2004 49 11/28/2004 - 12/04/2004 50 12/05/2004 - 12/11/2004 51 12/ 12/2004 - 12/18/2004 52 12/19/2004 - 12/25/2004 53 12/26/2004 - 12/31/2004 ACE 0,97 0.97 0.97 0.97 0.97 0,97 0.97 0.97 0.97 0.97 0.97 0.97 < "f 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Page: 2 770 \ pskore-Dre .. USP ---" Traffic im_pac.t. Sthdv _ • • ID Appendix D: Traffic Counts (TMC°s & ATR) RICHARD GARCIA & ASSOCIATES, INC, Appendix • MI MI MI 11111111111 NI Ell Ell XII NI NI 111111 Table: T-3 1770 North Bayshore Drive (MUSP) INTERSECTION APPROACH VOLU z 0 ra c co IY q z z INTERSECTION NAME APPROACH MOVEMENT PM PEAK FIR COUNT Date of Count PSCF PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH () 2% FOR 3 Years Camml/ad Developments Net Traffic w/o Project Site Traffic (VPH) Total Traffic (VPH) 1 0 4 North Bayshore 0r. & NE 17 Terr. SOUTHBOUND SBRI 0.99 0.99 0.99 47 7 54 8 8 60' 0 0 8 8 0 8 TOTAL45 WBR0.99 0 0 0 0 fl 0 47 15 62 6 68 WESTBOUND 2 2 0 2 0 .2 WET0.99 0 0 0 0 0 0 WBL0.99 1 1 0 1 0 1 TOTAL NOR0.99 3 0 3 0 3 NORTHBOUND 0 99 �i 2 0 2 10 12 NOT0,99 NBL0,99 583 79 14 93 Q 93 619 18 837 0 837 TOTALS EBR099 659 700 32 732 10 742 560 616 19 635 0 635EASTBOUND 0 0 0099 6 6 0 60 6 TOTAL686 622 19 641 0 641 TOTAL 1293 66 1438 16 1454 Biscayne40 & NE 17 Terrace &N1Terrace SOU'rHBOUNO Thursday, March 16, 2006 SI3T 672 0.99 665 706 102 808 21 82s SBL 249 0.99 247 282 0 202 0 262 TOTAL 931 922 978 112 1090 21 1111 WESTBOUND WBR 127 0.99 126 133 0 133 0 133 WET 90 0.99 89 95 10 105 0 T05 WBL 48 0.99 48 50 89 139 26 165 TOTAL 27B131 99 377182 26 NORTHBOUND NBR 0.99 131 51 182 182 182 i BT 673 0.99 866 707 202 909 974 NBL Z 822 0,99 25 21 46 0 46 TOTAL 664 274 1138 1203 EASTBOUND EBR 13 0,99 14 16 30 0 30 UT 0.99 97 0 97 97 EBt. 0.99 2 6 0 8 TOTAL 107 106 112 22 0 134 TOTAL 2125 2104 2233 507 2740 112 2852 ®Richard Garcia and Associates, Inc., 2005 3127/2006 III 1111 IN IN 111140111 1111 NI III MI1 Ell 1111 III Tabu: T-3 1770 North Bayshore Drive (MUSP) INTERSECTION APPROACH VOLUMES INTERSECTION NO. INTERSECTION NAME APPROACH MOVEMENT PM PEAK HR COUNT Date of Count PSCF PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH @ 2% FOR 3 Years Commdled Developments Net Traffic wio Project Site Traffic (VPH) Total Trettic (VPR-1) 1 x 3 1 5 8 7 3 Biscayne Boulevard & NE 18 Street SpUTFiOOUND SBR 0 • Thursday, March 16, 2006 • 0.99 0 0 0 0 0 e 0 SOT 806 0,99 798 847 135 982 0 982 SOL 42 0.99 42 44 54 96 12 110 TOTAL 848 840 891 189 1080 12 1092 WESTBOUND WBR 134 0.99 133 141 19 160 15 175 WBT 0 0.99 0 0 13 13 0 13 WBL 21 0,99 21 22 19 41 21 62 TOTAL 15S 153 163 51 214 36 250 NORTHBOUND NBR 43 0.99 43 45 13 58 65 123 NBT 790 0.99 782 830 96 926 0 920 NBL 0 0.99 0 0 0 0 0 0 TOTAL 833 825 875 109 984 65 1049 EASTBOUND EBR 0 0,99 0 0 0 0 0 0 ENT 0 0,99 0 0 9 � 9 0 9 EBL 0 0.99 0 0 0 0 0 0 TOTAL 0 0 0 9 9 0 9 TOTAL 1836 1818 1929 358 2287 113 2400 4 Biscayne Boulevard & NE 19 Street SOUTHBOUND Thursday, March 16, 2008 6 33 SOT 855 0,99 846 898 164 1Ci82 12 1074 SBL 58 0.99 57 61 73 134 12 146 TOTAL 939 930 487 243 1230 24 1254 WESTBOUNDWBT WEIR 140 0.99 139 147 57 204 0 204 90 0,99 69 95 19 114 0 114 WBL 25 0.99 25 26 0 26 0 26 TOTAL 256 252 268 76 344 0 344 NORTHBOUND NOR 21 0.99 21 22 59 81 0 61 NBT 757 0.99 749 795 77 072 15 Ei67 NBL 43 0.99 43 45 0 45 0 45 TOTAL 821 813 883 138 999 15 1014 EASTBOUND EBR 62 0.99 61 65 4 69 0 69 ENT 90 0.99 89 95 6 103 0 103 EBL 38 0.99 38 40 59 99 0 99 TOTAL 190 188 209 71 271 0 271 TOTAL 2205 2183 2317 526 2843 39 2882 ©Richard Garcia and Associates, Inc., 2005 3/27/200G 111 11E' IN 11111 1111 Mir IN NI NI 111 111 NI Table: T-3 1770 North Bayshore Drive (MUSP) INTERSECTION APPROACH VOLUMES 0 to • INTERSECTION NAME APPROACH MOVEMENT PM PEAK HE COUNT Date of Count PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH a. 2% FOR 3 Years Cornmitte r - Net Traffic Site Traffic VPH Total Traffic (VPH) 4 Avenue a s St3R 19 Tuesday, March 14, 2006 0.99 19 20 1 1 0 41 SOT 74 81 STL 10 • •� 0.99 i 6 E: 51 62 62 62 TOTAL 163 1 83 WESTBOUND WM 6 19 25 25 0.990,99 3 803620 116 iiMin 36 TOTAL 72 109 6 166 NORTHBOUND NOR 0 EIMMIE 0.99 8 2 12 NOT 0.99 260 276 2 278 278 NBL 0.99 123 1 i 0 130 130 TOTAL 367 41 10 . 421 E 421 EASTBOUND99 34 0•99 34 36 a 38 0 38 28 28 11B77 11A TOTAL 67 66 70 96 166 77 243 TOTAL 96 0 626 263 879 331012 North Bayshore Dr. & NE 18 Street SOUTHBOUND SBR — ,:, mNBL v - t 1 4 2 28 IIIIEEIUMIIII 38 0.99 38 40 0 4E 0 40 SOL 1.111311011 0.99 0 0 0 64.42 66 WESTBOUNDWEIT 0 tJ99 0 1 n 0 0 0-r 0 99 k 0 0 0 0 0.99 0 R TOTAL 1 i p 0 NORTHBOUND NBR0.99 1 p 1 NOT ® 0.99 75 15 33 0.99 35 45 TOTAL 104 11E 1 i 10 120 EASTBOUND 0.99 59 0 0.99 0 r t 0 EBL 18 0.99 18 t 19 0 19 TOTAL 62 61 85 72 6 78 TOTAL 218 216 229 7" 236 28 264 Notes: 1 TMC data provided by RGA, Inc. 2 Seasonaf factor obtained from FDOT's FTI2002 3 PM Peak Hour Seasonally Adjusted 4 Project Is expected to have a butid-out In 3 years. 5 Committed Development Traffic. 6,7 Percentage of traffic assignment from Traffic Assignment Figures. 6 Net Traffic with seasonally adjusted, background and committed. 7,8 Site traffic assignment percentages from figure. 7 Site Traffic In Vehicles per hour. 8 Total Traffic In vehicles per hour 8RIcllard Garcia and Associates, Inc., 2005 31271200E i • 1 • • • 1 J Start Time Rig hl Richard Garcia &Associates, Inc 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305. 595.7505 FAX: 305.675.6474 N BAYSHORE A From North Thr Left ds Pe App. Total h Groups Printed- Unshifted NE 17 TER J N BAYSHORE A From East From South Thr1 Pe Left s App Tot Rig Thr u Left 04:00P 16 0 0 0 16! 04:15PM 12 0 0 0 12I 04:30 PM 17 0 0 a 17 04:45 PM 17 0 0 0 17 Total 62 0 0 0 62 05:00 PM 12 05:15 PM 8 05:30 PM 14 05:45 PM 11 Tot& 45 0 0 12 8 0 8 4 0 14 0 2 13 0 2 47 Grand 107 0 0 2 109 Total Apprch % 98.2 0.0 0.0 1.8 Total % 4.4 0.0 0.0 0,1 4.4 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 7 7 0 0 0j 0 2 2! 0 9 9J 1 File Name a NBAYSHH1 Site Code : 00000000 Start Date : 3116/06 Page No : 1 NE17TER From West Pe App. Rig Thr ! 1 Pe d5 Total it u € Lift d5 1.0 1.0 1.0[ .0i 1,0 App. Tot& Int Total 0 4 103 2 19, 79 0 0 4 83 218 0 17 146 2 165 127 0 0 3 130 314 0 14 115 3 132 € 113 0 4 3 120 269 0 23 135 3 161 121 0 2 1 124 J 304 0 68 499 10 577 f 440 0 6 11 457 I 1105 1 0 0 0 0 0 j 0 21 130 5 156 2 0 1 1 4 f 2 14 131 4 151 0 0 0 2 2 0 19 173 10 202 0 0 0 0 0 0 21 155 15 191 2 0 1 3 61 2 75 589 34 700 2 0 1 12 13.3 0.0 6.7 80.0 0.1 0.0 0.0 0.5 0.6 2 143 108 44 1277 0.2 11.2 85.2 3.4 0.1 5.8 44.4 1.8 52.1 137 0 3 1 141 133 0 1 1 135 164 0 1 0 165 152 0 1 0 153 586 0 6 2 594 6 0 12 13 1051 97.6 0.0 1.1 1.2 41.8 0.0 0,5 0.5 42.9 102 r c rr- w N BAYSHORE A Gut in Total 157] I 1091 f 2661 ( 1 I 107f Ol Oi 2j Right Thru Left Peds 4 4 rr North 16/06 4:00:00 PM 16106 5:45:00 PM ;tinshifted € 1027-1 i277 1 23041 Out In Total N BAY$H€OrRE A 309 298 383 357 1347 2452 1 • • • • Richard Garcia & Ass©ciatesa_inc 13117 NVV 107 Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305.595.7505 FAX: 305.675.6474 File Name : NBAYSH-1 Site Code : 00000000 Start Date : 3/16/06 Page No : 2 I Start Trne N BAYSHORE A From North Rig I Thr . Left Pe App ht u cis Total ht Peak Hour From 04:00 PM to 05:45 PM- Peak 1 of 1 Intersectia n Volume 95 0 0 2 47 Percent 95.7 0.0 0.0 4.3 05:30 Volume Peak Factor High Int 05:3ti P Volume 14 0 0 0 14 2 0 Peak Factor 05:00 PM 14 0 0 0 14 0.539 NE 17 TER From East Rig J Thr Left I Pe u I ds N BAYSHORE A From South App. Rig I Thr Left Pe I App. Total ht u I ds ; Total 2 0 1 3 6 2 75 589 34 33.3 0.0 16.7 50.0 0.3 10.7 84.1 4.9 0 0 0 2 2 0 19 173 10 05:15 PM 1 1 4 0.375 NE 'I7 TER From West Rig I Thr I Left Pei App. Int ht ; u ds I Total t Total I 700 586 0 6 2 594 1347 98.7 0.0 1.0 0.3 202 164 0 1 0 165 383 0.879 05:30 PM 0 19 173 10 202 0.866 05:30 PM 164 0 15 WI n CD �.' mr ktl N BAYSHORE A Out In Total [ 471 I 1301 81] 1 I 45 i 0 I 0( 2 Right Thru Left Pads North /16/06 5:00:00 PM 16/06 5:45:00 PM Unsheed 1 i r Left Thru Right Peds I 5891 751 21 I341 I 7001 1 1287I Out In Total N BAYSHORE A f 587j - N 1 —y c 0 165 0.900 • 1 IP • Richard Garcia'&Associates; Inc 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305.595.7505 FAX: 305.675.6474 Grou s Printed- Unshitted File Name : Site Code : Start Date Page No SISCAN•-3 00000000 3/16106 1 t Tirn6 61 or 04:30 PM 04:15 PM 04:30 PM 04:45 PM Total 05:00 PM OS:15 PM 05:3DPM D5:45 PM Total Grand Total Apprch Total % 1.01 2 1 1 fi 6 BISCANYE BLVD NE 17 TERR From North From East ht [ iu Le' j ds App. Rig t Thr u Lett Pe ds 1.0 1 155 126 144 145 570 4 185 1 198 0 124 2 150 7 657 15 122 7 0.9 72.9 25.1 0.1 0.4 31.2 11.2 0.1 37 50 56 63 206 69 61 56 48 234 0 0 0 0 0 0 195 177 201 212 785 259 260 180 200 699 440 2 1684 42.8 App. Total a ht B!SCANYE BLVD From South Thr 1 Pe App. Left F ds Total Rip ht NE 17 TERR From Wast ThuPe i Left ds I Apr. I nt. 1 Total T tall 1.0 1.0; 1.0 1.0{ 23 13 18 3 57 27 28 13 1 59 31 23 17 2 73 38 34 10 1 53 19 98 58 7 282 40 11 6 5 18 22 15 1 17 28 11 1 21 12 . 15 0 96 73 47 8 1.0 1.0 , 1.0 1 1.0 24 176 2 14 216 24 118 5 5 152 1 24 155 12 4 195 36 162 6 3 207 DB 611 25 26 7701 63 26 56 39 57 45 48 32 224 1142 215 171 105 15 506 250 42.5 33.8 20.8 3.0 ; 16.5 5.5 4.4 2.7 0.4 12.9 ; 6.4 173 153 94 138 568 119 9 79.0 2.4 2.1 30.5 0.9 0.8 38.6 2 3 204 4 3 229 1 0 140 4 0 174 11 6 747 36 32 1517 1.0 2 3 2 2 3 6 5 0 14 1.0 i i.O 1 1.0 10 1 9 12 0 3 21 1 4 22 0 2 65 2 18 16 33 26 21 99 0 1 1 2 4 3 6 2 2 13 23 164 6 31 0.3 73.2 2.7 13.8 0.6 4.2 0.2 0.8 BISCANYE BLVD Out In Total L 16841 151 1227! 4401 2 Right Thru Left Peds 1420J 3104! North 116/06 4:00:00 PM 16106 5:45:00 PM ifted Leff Thru Right Peds 1 361 11991 2501 32J 135,51 I 15171 Out in Total SISQ.ANYE BLVD 1 28721 rt T Ni 22 j 490 1B ! 416 28 457 26 1 528 941 1931 22 546 46 591 34 411 28 450 130 2000 224 3931 5.7 1 • • •_ _ Richard Garcia.& A-§s-O-bates, TTITTi 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305.595.7505 FA.X: 305.675.6474 SISCANYE BLVD From North SteinTime Rg I Thr [I Left Pe App. Rig ht ds Total hi Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 intersedtio Volume 16 672 249 1 532 Percent 1.1 72.1 26.7 0.1 05:15 Volume Peak Factor High int 05:15 PM Volume 1 198 61 0 260 Peak Factor 04:30 PM 1 168 61 0 260 0.896 NE 17 TERR From East Thr I Pe u Left ds 127 90 48 10 46.2 32.7 17.5 3.6 18 22 15 1 App, Total BISCANYE BLVD From South ht Thur I Lett Pc APP. rj S Total 275 125 673 15.0 80.6 56 39 193 04:45 PM 30 34 10 1 83 0.928 05:15 PM 39 183 24 13 635 2.9 1.6 4 3 229 Rig ht File Name Site Code Start Date Page No NE 17 TERR From West Thr , Fe Ur 13 92 2 15 10.7 75.4 1.6 12.3 6 33 1 6 05:15 PM 4 3 229 • 6 33 1 6.612 BISCANYE BLVD Out In Total 1 932j j 101 672I 2491 Right Thru Left Peds -41 j 8021 North 13/16/06 4:30:00 PM Ism ems 5:15:06 PM Unshifted Left Thru Right Peds I 24 ; 6731 '125L 13j L I [ i 535j I 15661 Out In Total BIScA NYE BLVD • r17341 73a I ISCAN-3 00000000 : 3/16/06 :2 App. Int. Total Total I 122 2164 46 591 0.815 6 46 0.663 SO 1 • • • Start Time I Factor 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total 8 0 0 0 a 0 0 0 0 0 1SCANYE From No hr u 194 197 215 200 805 202 215 208 195 620 1 Left Pe App as 1 Total E.0 I 12 6 212 10 0 207 12 1 228 8 4 212 42 11 859 15 11 13 17 56 2 219 3 229 1 222 3 215 9 885 Richard -Garda c Hssociates,-Inc-- 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 338/8 Name 1PH:305.595.7505 FAX: 305.6rc6. b Start Date Page No Groups Printed- Unshlfted NE 18 ST B1SCANYE BLVD From East From South 1g 1.0 I 31 37 29 37 134 ds I Total 1.0 0 6 72 109 0 4 60 101 0 7 30 66 0 4 2 43 0 21 164 316 reft1 Pei 34 0 2 5 41 26 0 4 8 38 40 0 2 1 43 16 0 1 1 20 118 0 8 15 142 Grand Total 0 1662 98 20 1744 252 Apprch % 0.0 93.2 5.6 1.1 54.7 Total % 0.0 42.4 2.6 0.5 45.4 6.6 Rig ht Th� I Leis B SCAYNE NE18 EDITED :00000000 3/16/06 :1 Pe 1 App. ds I Tote] i.0 1.0 1 1.0 1 1.0 8 187 0 3 7 218 0 2 15 194 0 16 13 191 0 7 43 790 0' 28 12 182 3 173 5 183 10 164 30 722 198 227 225 211 861 I 0 6 200 0 4 180 0 7 195 0 4 198 0 21 773 0 30 179 461 73 161 0 49 1634 0.0 6.5 36.8 4.5 92.5 0.0 3.0 0.0 0.8 4.7 12.0. 1.9 39.4 0.0 1.3 42.6 NE 18 ST From West Rig Thr f [ Pe I App. hi ; u t Left 1 ds Total 8 0 0 0 0 0 0 0 0 .0 0 0 0 0 8 0 0 0 0 0 .0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 KA 0 SISCANYE 8LVD Out to Totaf ! 1764; L 1744I 3508J I ! 1 01 1626! 981 201 Right Thru Left Peds 1 North 116106 4:00:00 PM 116106 5:45:00 PM Unshiftett Lef< Thru Right Peds l el 15121 73i 491 1 I I ! 16341 ( 32901 Oul In Tatar SISCANY8 SLVD 11556} nt. Total 519 535 519 466 2039 460 447 4E0 433 1800 3839 • [CIC lctl'CJ L�c1R{ CxHSSVii sic5 ii;'� _... 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33Bi3S Name PH: 305.595.7505 FAX: 305,6R6.6t7c3t Start Date Page No BISCAYNE NE18 EDITED :00000000 : 3/16105 :2 BISCANYE BLVD From North NE 18 St From East BISCANYE BLVD From South NE 18 ST From West Start Ti me Rig Thr I Left Pe ' App. Rig l Thr Left I Pe ds Total ht u E ds Peak Hour Frorn 04:00 PM to 0 Intersedio 04:00 PM n Volume 0 806 42 Percent 0.0 93.E 4.9 Q415 0 197 10 Volume Peak Factor High Int 04:30 PM Volume 0 215 12 Peak Factor 5 PM - Pe a.k i nt 1 11 859 1.3 App. Total 134 0 21 169 319 Rig Thr 1 Let ht l u Pe 1 App. ds j Total ig i Thr 4 Pc ht ; u L_ft E ds 43 790 0 28 861 ! 0 0 0 0 42.0 8.0 6.6 51.4 1 5.0 91.8 0.0 3.3 0 207 i 37 0 4 60 101 1 228 0.342 04:00 PM 31 0 6 72 109 0.732 0.0 0.0 0.0 0.0 App. Total 0 Int E T otal 2039 7 218 0 2 227 0 0 0 0 0 535 0.953 04:15 PM 7 218 0 2 227 0.948 :45:0 0 0 m-� w BISCANYE BLVA Out in Total 924[ 1 5591 8Dsl 1 17531 421 111 Left Peds North 8/181D6 4:00:0D PM 6/18fOE 4:45:00 PM Unshifted i Left Thru Right Pads DI 7901 43( 28f i 8271 [ 861i ` 168E1 Out In Total SISCANYE BLVD 41 4 t—� 0- .0. 1-J 0 Richard Garci&-Associa_es;-in 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL. 33018 PH: 305.595.7505 FAX: 305.675.6474 Groups Printed- Unshifted File Name : B1SCAN--1 Site Code : 00000000 Start Date : 3/16/06 Page No 1 I S1SANYE BLVD From North i [ NE 19 ST B1SCANYE BLVD From East From South NE 19 ST From West Rig Thr . Pe App. Rig T nr = 1 Pe ] App. ' Rig l Thr 1 Pe App. Rig Thr I Pe Atop- Int. 1 S#ert Time ht w 3 Left 1 ds Total , h1 u ; Lett ds Total hi u Left ds i otai ht u j i e cis Total Total 1 1 Factor 1 1.0 i 1.0 1 '1.0 1 1.0 1 i 1.0 1 1.0 1 1.0 1 1.0 1 1.0 € 1.0 1.0 1.0 ( 1.0 1 1.0 1 1.0 1.0 1 04:00 PM 5 204 21 3 233 j 37 18 7 17 79 11 206 8 5 230 14 25 16 3 58 600 04:15 PM 6 205 10 0 221 33 25 8 8 74 4 189 8 12 213 21 15 4 0 40 548 04:30 PM 8 237 16 3 266 43 22 6 11 82 2 184 17 6 209 16 29 12 2 59 616 04:45 PM 7 209 9 1 226 27 25 4 3 59 4 178 10 0 192 11 21 6 3 41 ' 518 Total 26 855 56 7 946 1 140 90 25 39 294 21 757 43 23 844 1 62 90 36 8 198 2282 05:00 PM 055:15 PM 05:30 PM 05:45 PM Total Grand Total Apprch Total • 7 213 8 0 228 47 7 245 12 0 264E 37 8 217 9 0 234 37 5 216 8 0 229 32 27 891 37 0 955j 153 53 174 95 7 1901 293 2.8 21.8 5.0 0.4 50.4 1.2 39.2 2.1 0.2 42.7E 6.6 18 8 0 23 4 8 25 8 9 23 7 1 89 27 18 73 72 79 63 287 2 148 4 149 4 180 1 168 11 645 179 52 57 581 32 30.8 9.0 9.8 1 2.1 4.0 1.2 1.3 13.1 i 0.7 140 2 90.0 5.6 2.4 31.5 2.0 0.8 35.0 11 3 9 5 15 4 9 2 44 14 164 167 203 180 714 67 37 1558 10 25 11 30 19 32 8 26 48 113 ill 0 25 0 11 0 4 0 50 0 45 66 62 38 211 i10 203 68 8 409 26.9 49.6 21.5 2.0 2.5 4.6 2.0 0.2 9.2 *4 0 c z 1- ISCANYB BLVD Out In Totat 1 1901] i 63�64jj 1 1 531 1746f 951 7] Riphl Thru Left Peds L 1783J North 3116/06 4:00:00 PM 3116106 5:45:00 PM Unshifted Left Thru Right Peds 871 1402 ? 321 37 Lr J 1908J Out to Total t cANYE BLV 1655] L 34661 -�i 771 m J 0 510 569 578 510 2167 449 1 BISCANYE BLVD From North . • .Richarci AS7S-6-tialf-ffic _ 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305.595.7505 FAX: 305.675.6474 File Name Site Code : Start Date Page No BISCAN-1 00000000 3/16/06 2 Rig Thr I I Pe App. Rig 1 StartTime Left u 1 ds Total hi Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 intersectio n Volume Percent 04:30 Volume Peak Factor High int _ 430 PM Volume 8 237 Peak Factor 04:00 PM 26 855 2.7 90.4 8 237 58 6_1 18 16 7 946 0 7 3 266 3 266 0.889 NE 19 ST • Frorn East BISCANYE BLVD From South Thr' Left Pe i App. ds ate! 140 90 47 6 30.6 43 22 04.30 PM Rig Thr Left Pe 1 App. ht I u ds I Total 25 39 294 21 8.5 13.3 2.5 6 11 82 2 757 43 23 83.7 5.1 2.7 184 17 6 04:00 PM 43 22 6 11 62 11 206 8 5 230 0.836 844 209 0.917 NE 19 ST From West Rig Thr ,t Pe I App. Int. ht u 1 '91 ds Total Total 1 52 90 38 6 138 2282 31.3 45.5 19.2 4.0 16 29 12 2 59 816 0.926 04:30 PM 16 29 12 2 53 I 0.839 *ie ozi C13 'CD z 0- B1SCANYE BLVD Out Total 9351 9461 r 1881 26 855 581 7! RI ht Thar Left tl Pes North 3h91064:00:QQ 3/16/06 4:45:00 PM Unshified 47 Lett Thru Right Peds 431 757 21 23 L 9421 8441 r 17861 Out In Total BISOANYE BLVD i i • 1 Richard Garcia & Associates;.-lnt,_ : 13117 NW 107 Ave, Suit: 4 Hialeah Gardens, FL 33018 PH: 30 5.595.7505 FAX: 305.67 5.6474 Groups Printed-Unshifted File Name Site Code Start Date Page No NEB- NE-2 00000000 3/ 14/00 1 NE 4 AVE r rorn North NE 18 ST NE 4 AVE From East From South NE 18 ST F Start Time Factor 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total Grand Total Apprch % 16.4 53.7 12.6 17.3 Total ` 0 2.9 9.5 2.2 3.1 ig' Thr ht u 0! 1.0 Left I Pe Apo. l Rig 3 5 8 0 11 0 10 15 6 ds i Total ? h 1.0 5 4 6 3 10 3 17 18 41 17 32 21 15 37 33 106 2 12 2 1 17 1 22 3 2 28 0 15 5 0 24 15 25 0 2 43 19 74 10 5 108 Thr Left .0 j 1.0 1 1.0 1 4 1 31 37 2 7 1 40 50 0 9 0 45 54 2 3 1 6 12 Pe 1 App. de ; Total 1.0 j 5 23 3 122 153 3 5 2 0 10 0 8 0 0 0 2 9 1 2 14 1 4 0 14 19 6 26 3 16 51 35 115 27 37 214 11 49 6 138 204 5.4 24.0 2.9 67.5 17.7E 0.9 4.1 0.5 11.4 16.9 ht 1.0 Thr Left 1.0 1 1.0 0 34 10 2 42 0 40 1 45 3 161 Pe ds 1.0 3 4 App. Rig Thr Left E Pe App. Int. Total ht u ds Totai ; Total I 1.0 1.0 1.0 l 1.0 I j 47I 5 8 0 12 25 130 15 63i 3 11 1 1 16 144 32 0 721 5 4 1 0 10 173 32 0 76 I 11 2 0 2 15 138 89 7 260 l 24 25 2 15 66 585 0 39 23 0 62 9 10 1 1 21 1 110 0 60 27 0 87 8 7 3 1 19 142 4 56 25 0 85 8 7 1 1 17 136 0 108 49 3 160 9. 4 0 0 13 235 4 263 124 3. 394 34 28 5 3 70 623 7 424 213 10 654 1.1 64.8 32.6 1.5 0.6 35.1 17.6 0.8 54.1 58 53 7 18 1361 1208 42.6 39.0 5.1 13.2 4.6 4.4 0.6 1.5 11.3 t "Q m€ 0 NE 4 AVE Out In Total �4421 214 1 6561 Right { rhru North Peds p/14/06 4:00:00 PM /14/06 5:45:00 PM Unshifted r Left Thru might Peds 1 2131 4241 7i 101 J 1791 1 6541 1 6331 Out In Total NE 4 AVE 2 ca -4 x • R€chard.Garcia- &- Ass-aciates; inc ._ 13117 NVd 107 Ave. Suite 4 Hialeah Gardens, FL 33018 File Name : NE4_NE- 2. PH: 305.595.7505 FAX: 305.675.6474 Site Code : 00000000 Start Date _ 31 i 4106 Page No : 2 NE 4 AVE From North i hr' I Pe i Ric Start Time Rig T 1 App. Left ! = ht u l ds I Total 1 ht Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersectio 05:00 PM n Volume 19 74 10 5 108 Percent 17.6 68.5 9.3 4.6 05:45 16 25 0 2 43 Volume Peak Factor High Int.' 05:45 PM 05:4 Volume 16 25 0 2 43 1 Peak 0.628 Factor NE 18 ST From East NE 4 AVE From Soutl NE 18 ST From West r Left; Pe I App. ul 1 ds,-Total 6 26 3 16 11.8 51.0 5.9 31.4 1 4 0 14 51 19 4 0 14 19 0.671 ht hi u Pe { App. I Rig ' Thr Left j Pei App_ I fnt ds 1 Total ( E 1 u€I ds I Total I Total 4 263 124 3 394 1.0 66.8 31.5 0.8 0 108 49 3 160 05:45 PM 0 108 49 3 160 34 28 5 3 70 48.6 40.0 7.1 4.3 9 4 0 0 13 05:00 PM 9 10 21 0.616 0.833 7.1 1 2741 �4A Out In Total 108l 1 3B2.1 191 741 101 5 Right Thru L4 Per1s iI 1 North pf14106 5:00:00 PM 3114i06 5:45:00 PM I Unshitted Left Thru Right Peds 1241 263f 41 3k L I L 1111 I 394; I 505 Out In Total 4 V 623 235 0.663 • • • • i • N BAYSHORE DR From North ..Richard. Garcia & Associates. Inc 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33 Name PH: 305,595 7505 FAX: 305S1-24c74 Start Date Page No N Bayshore_NE i t8st arignal 00000000 3/14/06 2 Star i me Rig { T hr I I Pe I App. I Rig htI UI LeYI ds Total ht Peak Hour From 04:00PMto05:45PM- Peak 1 oft Intersectio n Volume 13 38 0 1 52 0 Percent 25.0 73.1 0.0 1.9 0.0 05:45 1 Volume 717 00 24 ( 0 Peak Factor High Int 05:45 PM Volume 7 17 Peak Factor 05:00 PM NE 18 ST From East Thr I Pe u I L.2fi ds App. I' Rig Taal i ht 41 N BAYSiiORE DR 1 NE 18 $T 1 From South 1 From West Thr ! ! Pe I App. ( Rig : T hr Pe I Are I Int. u ( Lef I p. ds I Totalj ht u i eit . ds j Total 1 Total 71 33 84 189 1 44 0.5 37.6 17.5 44.4 j 56,4 19 I 0 36 13 29 78 22 { 05:45 PM 105:45 PM 0 24 J 0 0 0 19 19 1 0 36 13 29 78 0.539 0.542 0 0 41 0.0 0.0 100. 0 0 19 0.606 0 18 16 78 360 0.0 23.1 20.5 0 11 7 40 1 161 0.559 05:45 PM 22 0 11 7 40 0. N BAYSHfORE DR Out }n total 1 52I ] 1411 1 113J 381 0] 1 Right Thru Left Peas f 4 North /14/06 5:00:00 PM /14/05 5:45:00 PM Unshifted 4-1 Left That Right Peds r 331 71,1 1I 841 1 821 I 1881 [ 271J Out in Total N BAYSHORm pR L a 0.488 i • 1 ■ 1 • • • • Start Time N BAYSHORE DR From North Rig ht Ricand Garcia R Ac i tca In 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33 ii Narne : N Bayshore_NE18st Orignal PH: 305.595.7505 FAX; : 00000000 Start Date : 3/14/06 Page No : <r i Left Pe App. I Rig u j ds i Tortai € ht Fa. iorI 1.0{ 1.0i 1.0j 1.0I 1 1.0 D4:00PM 2 9 0 1 12I 0 04:15 PM 3 3 0 2 8 j 0 04:30PM 0 5 0 0 5{ 0 04:45 PM 3 5 0 0 8 1 0 Total 8 22 0 3 33 I 0 Groups Printed- Linshi`ted NE 18 ST N BAYSHORE DR From East 1 From South Thr Left I Pe App. ffI Rig ` Thr Left I Pe ` App. u ds 1 Total 1 hi , u , ds ; Total 0 0 0 0 0 0 0 0 0 0 29 29 19 19 6 6 16 16 70 70 05:0D PM 1 4 0 1 6 1 0 0 0 12 12 05:15PM 0 6 0 0 6 0 0 0 4 4 05:30 PM 5 11 0 0 16 0 0 0 6 6 05:45 PM 7 17 0 0 24 D 0 D 19 19 Total 13 38 0 1 52 f 8 0 0 41 41 Greed 21 60 0 4 85 Total Apprch % 24.7 70.6 0.0 4.7 Total f 3.3 9.4 110 0.6 13.3 it I 1.0 1 1.0 1. 1.0 0 7 10 25 42 0 13 5 18 36 D 7 7 7 21 0 12 3 11 26 0 39 25 61 125 1 6 7 7 21 0 10 4 15 29 0 19 9 33 61 0 36 13 29 78 1 71 33 64 189 NE 18 ST From West Rig I Thr I Pe htI u1 Le#t ds 1.0 1.0 1 1.0 ; 1.0 5 0 3 16 8 0 1 0 6 0 2 4 4 0 2 2 23 0 8 22 App. I Int. Total Total 1 24I 107 9, 72 12 44 8 58 53 I 281 7 0 2 5 141 53 6 0 2 2 10 49 9 0 3 2 14� 97 22 0 11 7 40 151 44 0 18 16 78 i 360 0 0 0 111 111 1 1 11 D 58 145 314 , 67 0 26 38 131 D.D 0.13 0.0 10D. 0.3 35.0 18.5 46.2 151.1 0.0 19.8 29.0 0.0 0.0 0.0 17.3 17.3 I 0.2 17.2 9.0 22.6 49.0 110.5 0.0 4.1 5.9 20.4 a N N 6R SHORE DR Out inTotal 95i I 2211 I [ 21i 80! 01 41 Right Thru Left Peds 1 L North pf14105 4:00:00 PM /14/06 5:45:00 PM Unshifted +n 1 r Left Thru Right Peds I sal 110j 1j 145. I i I 3141 I 4411 Out to Total N BA"SHORE DR 1271 641 ■ es in IN Link ROAM/AY Table T•1 1770 North Bayshore Drive (WISP) LINK ARM. ESTIMATES NAME E ; ?ti b'�' rala�mia� .®;,il,. .t':5„m �'1 3.. B . _,•:.+si. 'su. S' :: nui +2p 3 4 5 8 Biscayne Styr/ NE 16th 5t North or NE 151h 51 Ens( of Biscayne Blvd ro 0 of Nolen: 1 Roadway Name -.—. 2 Location or Count 3 Source or Data: RGAeRlceard Garda a Associates, lne. 4 Beginning of data count 5 Ending or data count 13 Peak gramme! Correction Factor obtained from 2004 Florida Traffic Information CO, Miemt-oade North Category 0700 7 Axle Correction Factor ottlalned from 2004 Florida Traffic Inrorrne inn CO 6 Link 0lrecrlon 9, I0, 11 Raw i3ala 12 Averene of Count 13 Seasonally Adjusted AAOT CarcuratloneAveaage'SF'ACF 14 Rounded AAOI' as per AASHTr13F0OT guidelines NB 98 LINK EB AM FM DAILY AM PM DAILY AM PM COUNT COUNT COUNT COUNT COUNT COUNT COUNT COUNT n 1 4464 4203 E667 6539 6123 14662 13903 4281 10326 4286 23329 8647 10 867 6911 1668$ 981 2076 3037 1043 2278 WB 1026 1826 2852 1241 2340 LINK 1987 3902 6889 2284 4616 AD7 ANY UNT , AVE AU 12 12938 ."i152 8303 13455 4313i 1cOfa16a11 1i97 3599 6517 10115 10546 4133 8761 14820 23071 23670 3321 _1074 2272 3346 3235 3581 1362 2277 3659 3354 6t302 ( 2466 4549 g 7006 8699 12010 10128 22739 3106 3230 6337 Cr Richard Gorda and As5odales Enc 20Ed5 II Ill 110 IN II Ill IN 1111 NI ill- Marl IIII- Ill II Link 1 2 Table: T-2 1770 North Bayshore Drive (MUSP) PM PEAK HOUR VOLUMES ROADWAY NAME AT a rn • E sn o O tL P 0 0 V Peak Hour DIR Tuesd Biscayne Blvd NE 15tf1 St North of NE 151h 51 rp East of Biscayne Blvd (13 0 10 ca cp Nolen: # Roadway Name. -- s 2 Location of Count 3 Source of Data: RGA=Rlahard Garcia & Assoc3ales, 4 Beginning or data count 5 Ending of data count 6 Peak Seasonal Correction Factor obtained from 2004 Florida Traffic Information CO, Miami -Dade North Category 8700 7 Axle Correction Factor Obtained from 2004 Florida Traffic information CD 5 Link Direction 23, 10, 11 Raw Dala 12 Average of Counl 13 Seasnnalty Adjusted PM Peak Hour Catculallon=Average'6F`ACF rn rn 9 NB 830 Wednes 0 PM PEAK HOUR Thursday AVERAGE VOLUME 11 12 SD LINK EB W8 LINK 770 1600 259 28,6 525 1 877 822 843 733 752 752 722 1610 1574 1595 1,531 314 298 290 279 379 345 330 357 - ._._ . ., 693 644521 _.� Q Richard Garcia and Associates, tl c. 2005 1 Start Time 14-Mr-D6 Tue ichard:Garcia & Associates, inc 13117 NW 107th Ave, Suite 4 Hialeah Gardens, FL 33015 PH: 305-595-7505 FAX: 305-575-6474 1200 AM 171 '0' 12:30 109 1 01:00 82 0 01:30 02:00 66 0 47 b 02:30 30 1 31 0 — 38.4i:;.-•}']1:'-'::1-,'-71.,'.0.1::]-gi",i::-1:',''.F:1k;i7-:.:',..5:44--744ff'':';'t:';',..E-:.,-7°4!i'j!:'1!LIKF'':,:-4*!...i:::"•;t.::'E.'17::4V::';:4;':'..-:.',1";!...L:38 03:00 26 0 26 0: ' 5.5;!:7-A75:-711ZPiATE4=.7..,...,,,;?: 2 ',:i::,.:a::,g4i,---i.-'.4:!,t;...7:'-]'-'4;:..7-tf::i -;.7;,.-.:.Z.:::'::::'.':::7::',:',2-.1--'%',.'.'7:7,.qe..,',',F.::! 27 0 3:30 23 6 . 29 tia":':44-2ii,f44,At,R.p,,;:,,'-,,,TF-;,':.:;:z:zi:l41,-.i:,4',i:2•5:::-::!!!A5-z!-..:,).N.'.:.-E..i.f,E.-,,t4gr;t,-.,g,--q.,.,_,-'-':,:--7,,.,,Hf..i,,'r..-...E.-T.s..,,:...,_-.- .7-FE7:-...., -,.;,,.g: 04:00 14 7 21 g.j.4"f• ''''I'5gqgiFVTP:7k.-1Arigi,ti#:7.#§i,:.:±sz:gt!:".!lzt::-..qill-,5:z7:;pf-r]!.i.7,.;Ng 'yi:f;'.';w;-y:D;:I't-53'::V';illmf:if:rf:1-ts;Pf--d!;Atf,5!;:ir'R.-Wtl-,q':g.::-P 04:30 16 12 28 !Fri:;p1:10445g)-:,]m11..-71.:i?-?4,71:.,1;4,4...-',.;:,5 - .ii.N::,:i4.',tIF;14'0,:r:i4'fr.."?'.4:4-'?!''.q4'51.-.1:-.Ir4.'::::..7f, 05:00 20 12 ,!....:71-----al-.7-''..--,1r.._.3::...:,'--:-.t."'':fidj.J,q.i..":,tku-']::'2...TT,4.''.UA':.:!i!!:...,7:7: iglic.ir.32 05:!11'153.1M:n7:.:Trgrtil:24i'E-:.E;:t.2X.I.Vi,".ill4.goil.:5-4F:q.iiim.ii1:-ty,j.... 05:30 15 38 •Ali.'aqiI:44405!$6t524--0i!'717.: '::nrVrP140:11r,tag-73E,',55I jj5:4.:$5:p*-!:!;!P':-3!::arg*,,!ii'N.F.,:!20 1:74:0:V.i']irt:i74,741744t'x'4,t,g::!;',Y,-Ff' ---..,-.—......--...,,,,,,.....s.„......„.„,.-.„....,,...„,,,,.......,„...,.,,..„:„.,,., , .,...... Site Code: 000000000000 Station ID: 7504 BiSCAYNE BLVD, N. of 15 ST Latitude: 00.000 Undefined Total • 171 148 110 107 82 66 47 06:00 06:30 07:00 07:30 08:00 08:30 09:00 09: 30 162 10:00 .1015 10:30 11:DO 11:30 Total Percent Peak Vol. P.H.F. 23 60 40 117 157 1,48471 52 155 207 121 190 311 337 170 209 379 138 173 311 156 162 318 = 194 167 196 181 153 .1S6 4464 4203 51.5% 48.5% 09:45 09:15 748 836 0.895 0.878 33592' 5 216: 363 339.± 334 377. 8667 09:15 1556 0.973 1 • • 1 1 1 1 Start - Time 14-M r-OB TUE.. NB SB RiO-hird Assotes, !no 13117 NW 107th Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305-595-7505 FAX: 305-675-6474 • • • • Page 2 Site Code: 000000000000 Station D: 7504 BISCAYNE BLVD. N, of 15 ST 12:00 PM 191 189 124157'7-'-1':-::.'', - ,'" .,.168iii4.::::L. i--',..1.7,:''...,... 12:30 165 171 12:4....447L,':7'.',".ii,;":::::-- :., ..-4;--- 1.93::-::4,; :•:::•-• .20?'„. 01:00 189 178 042.1.5;:if:17::::::::::-4::::,', , :',- : ! 20&DL,:::,.):,-,:.1 7,5....-'1,']:: 01 :30 21•5 1 57 04:1:45s1.F.,):::,,.:'::..-.2:-.:115-Y-•;77.1A0.:1]-!.._. 02: 00 184 161 02:30 ' ' ' 213 ' 132 02'71.5A1'&,-S"17:.'11-",T.1=':',!,:;.-f::',2144 i'l.:,''.f,'"'-.!'"14.07,:i:',',',.7,7,'`',''''.''r.":-414 02-''..454-!'.,--2:,.1:',,,T°7,,...,'..20$,"•24:',..:::::ii:t,Es..8:::0,;;:!,j;,.:P7,7.,.;,:"Th,i,:' 03:00- 1 94 148 C'.1.7.2-.•'-'1:!'t.""',,TE7,.-7.;-"7::-.2-7 '2 ,i,:i...-.J;.2',.7.,E.;,''15,8-4*E"...,'jp,..j.::.jli'Fl.!, 03:30 201 169 #2:-..,,0345::-11;'-;:q...:''..:::'::;,!,,.: 04'00 Latitude: 00.000 Undefined Total • 196 177 373 _v_zset 04:30 1 90 1 73 363 g:4VO4±45A,-a;.:5-T 0500 218 416 - • 380 341 336 325, 367 372 345 15r.. 342 370 05:30 06:00 194 184 • 11:00 11:30 Total Percent Peak Vol. P. H .F. 06:30 205 054_514'4 4i;,.-.i-']i:44itii:. .. 4,1084e.,A5*:-; ---15a,T.. .4 , 07:00 186 182 gki;:g.4.5,11141rilitkitUVq;17010R:204§Ifig-,IttE4FiRt',.tT2tglt.Q.FliT.ZIPI:I'Plg7 07:310 175 159 '0145.1V0-7,71:4.il.a&V-4.4:155;:tala:?..417,3ft....59,Tk4:]:,:,!-ti,•7;i1.,.:4?"::a.gps...-4::7.7:.:Jt;Ea:::?, - • 08:00 169 177 kA'1:1::].-:.."-;70:a',.;t5154.g4itti:-.;•.:Z'•:487-415704",'.]1E'-:-7-:,!]•1:g:AAL753S.!::::f.,'1:4'.6,1'-iiVV-rli:,..:Fj,"':.,-,IL:NgEleMin:11:::4-aL..:::..,-,,.-:,... 08:30 09:00 09:30 10:00 1 0:30 47 1747 139 8539 6123 58.2% 41.8% 17:30 17:00 830 770 0.930 0.953 123 148 54 202 1.58 159 5;•:: 11 7 11 7 128 0 128 147. 149 139 14662 389- 368 334 346 286 17:15- 1 593 0.955 • 1 • Richard Garcia & Associatesinc • • 13117 NW 107th Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305-595-7505 FAX: 30.5-675-6474 Start 5- Time Wed NB SB 12:00 AM 101 0 P3 Site Code: 000000000000 Station ID: 7504 BISCAYNE BLVD. N. of 15 ST atitude: 0' 0,000 Undefined 12115''., • - :;:',..-.4.':-: '.::::,,y-.' -.!.:'.. ,.' .- 12g::::',7r..-.:::, 7::,-D.,'''....ri,. 12:30 ....., ,. . .: . ,,.._,,, .:. . :,,,: 12p 101 94 0 i 12:45.,..----,'-..7';?.=,?!-.,----," i_:'.i"':-,•:,.•:i:-:..:1--.7.,.--.::,..-.,..-.,:y ,:..: ,...,.,„.,.._... ..-,v,i,,m,.-..',.:.;.-__,'.._ --_,,,..7.., -,,,,,-;....,-.%-:-.-..,.:,--:::._ 94 01.00 103 1 ifr-. -,:-- 87., 104 II 'A.'!"V?',91'::14-4-'.••'''''''il:Pili'- 75:-!t.:T.::',,,,.!:p:',..:-..':-. 0130 57 1 . '--.'i•7:;:[4.7::-.-:J..','L '.:.-..75--:- 1 014S.::''..::"Aj2,-11.,''-...!„, 58 #-Z.;::'!„.. 62i00 . - - — 37 "'::.;:-!.::!•......,,.'"4.,-..,'::::.'„,i'iii.-'-"L :."-:7.:i, :•,..i,;.i'::::::.;','....tizf:ER.-.]-:P,, -,',:--T,',:::.:-..-'4Z;''',e'E.F37..7f,::..45i:4:1'':'q-!i--::.,..',.'1,5",•E,I' 7 02:30 - 32 0' q245i•,,k,;::17-,..-"g-t'.::141.±,.:::*1,-.Ti5k,',-:;:j--Z,V.':5;-.5;:';';'ii.-!i-,;. 0P.f.:Irl..it.i';FP,4.4::-.-tirt,.-.5.1;Al:;,.:§-!..7?..;14!tLr".,:','.':':1..„-•.:.:4.?:.:!,!''.7;..'' 111 0°;:::".::17'.:..;F:r1-11'.'.'g#'::.;-er-:-'..7:Lft =-22-96,n;;.k.:,tz.-.:::,7:::-::1:;1:•,;1,';;,4ii.:T.:4::-.s,-,4:::5'.••:,:l.;Y,Ki:',-:,...-P:I.,•;:,i;.]::i:i.:,:e.;:.ig...,---f:4T.:7LtTgi: 03:30. 13 23 . . . .. . .. 29 2'' Ei.AT-.03.4.5.0.A.i7.5,1:47.;K'fi-,",;14-7:4..,5.:4,412.0,:,":.;;47114,t:T:''. . 01.,-.74-Et.:i:T.,:„, ' 04:00 18 19 .`!•:':'!I'lqi:T-Y&Iii7igak,'-.W:Tailfe141:04I40: 41:M442'5k:+SsIf'g'::472is: .22.i.5XR-V!,:z',17:ltt--F,,?;;T:TiT-7,zn:t7.•'il:7nt4:3;74:.','O.4i•7-.'.--F.....D.35Kig:.,W.4;:,;-tZa:,:zr.Yt-2:..-Z:ff-.111,:g:; 39: 04:30 20 19 37 KF.,'Ifit 044!6'4g1'.W:fMA:.4412G-'A.::t:=16r.v-:=.i.4:`,.:;,q01g.t14';',;i1g*tii0.-1'tgit.7,:'.....'g'Tf'g:TIO•giii474TA"T'i;:.:-.'-'3n114:34ili 05:00 26 27 39 53 kl'J41...Q5Et..;::!1,9,,4!:,Pri:cil.,4pgreal::',!..qtfs,',,,--q.rafg13-5-14,,:-14;45..,1:!.614544;.t:41-,,i".fiq:,;2:,,,P 05:30 12 41 05:if45A,!.:t,Ti.j:-V..%t:,,:i20.7f.F.'Z!.;:,E,"igh,I,65:t4:rili:A4i*;;q1:4,0y7FtifilNtktfifi.fidtg4iiV'MiiiiiE!4.;f,'.4-11?,:ff....:_;.,1...8$,1 06:00 30 62 53 98 0-6:,.2.1',5f:UIV),!;1.7r-iGriFOZT7Lg:4:;ititi.".,i4.ii'gt;T±:p1042,71.itt'2-.:7;,-"...:7.T,'F'..,.,,'lzt..-452,.14.,:;.#-1::.::%.::1,t49.,A!!:4-1,4':14:::,]&T'22.i 06:30 49 120 92 0044,$;±14tV.Ila4071-1.-.:';:irt'!tY14:.:4:14,1.;Z:17,1:457 i-37-tlqqiH-:Lq't::-i''FS:ggg-i;':'z-FCWg:,:..-:,-.7,4P,,4:,i5--..:F-,-C?,,,u:7,::FiP.:K.:,:-:F.g:'z-!',,ij.:':'Ia9.t.i 07:00 57 122 169 !..lg;•i7.71•...Vq41,.:42ri5P.:-gc.r-i,i-r4Z:kttftt:',:alr-M:Y:::25.5:5'-tt)5-,T44!s.f..::'g':E-Zlte,Z;;;3:_:j..tIVZ:,':.I..Tii:l:.q',if.i;:itj..4;1i;97i.7.---!I,.1!7Zis:,2Y1§. qi 07:30 130 193 . . . 179 Ata$YgStgbPi'"ig:-fVHIV5YM4#kl.."''aZt:'-R-;j:.-f:IM!'J,"'!l.-fit•;'i..gWitf:g4-i'77:7;::., .i'4.g.,Pr:',t;i:':2'.!',77.,::45!"',.:g;:'a341' 08:00 169 204 323 44;..., 373 I4 08:30 150 167 •qA0,4i.amlikiti-stvi,if:$4,;1:,..:L.!!i..4.0-,,i.,-,,,LT.,52.t.1];,:;,70.3;t:,q,..t..,71..4.-.4-::1.1:4.-...300,,,.. QW4Tr-'-','IiP9E;111A,T..-V.Z.-.4:',7f -1i!._72.- 317 09:00 166 0917 5'4::.-4:',-7;':::7::47.Vj4til4"7.T.,:i1-....:: 0930 162 i4:-fii;•?,,,:,09;45.! .:1.,'":4',;':p-,•-•:-t4.14!••:-!''=:-:1 , -., 10:00 173 184 t.,1045:!2:',',:::',',:1-62.$14Nf;::1-...Z.4V:".,.':'-'4,..-:'.'::.-,,-; 10:30 161 199 10.-'.45-t:::1::.t.:,,,,163 tt2:1974-:.7;;!1"7„ 11 00 155 t1:.A5A-7.4-'4a-...,i,',-... 163.g;t•,','T:!.V..ri:c, •:iTi.."..-„...,. 1130 184 .14::45t:.'."41i,:ej..;!-.T'31j 19W!4.'-..,7:2'.'.'.7:' ',183,,-;.;:!.::,,, Total 4261 Percent 49.9% Peak 11:00 IIVol, 697 P . H . F. 0.917 1 • 4286 50.1% 09:00 837 0.969 357 336' 09:00 1485 0.982 • 5- -05 Time Wed •••- Richard Garcia &Associates-Inc.-------- 13117 NW 107th Ave, Suite 4 Heah Gardens, FL 33018 PH: 305-595-7505 FAX 305-675-6474 Page 4 Site Code: 000000000000 Station ID: 7504 BISCAYNE BLVD. N. of 15 ST NB SE3 12:00 PM 197 184 1215' - .-.•;:':'-:', , , :—. • . - 188. :-.... -1 180 - 12:30 177 155 '1245:";;-:::. ;-- ....-2::: : -182 : -- •,-:: :178:::• 01:00 218 184 01-315,..!i:, '''; , ' -.:- ''`- • ''' :-'-. 210':-: -.-'''-.- "1: 186 bi:O 200 172 01-.:455.:- - 7'.--.,, 1951-..-,'`. ',!-.z..4..,162 200 169 02:00 02.45,,::::'4'i :''.: : -r.;:-'21!CFj16-774';ii.''': :fs:.:•. ::,t., , ,, -, = , • 02:30 205 168 o440:',s'..q..,V;,:,.e,'.:;::.-.:-,.- 03:00 .=:;•'',.7-4.,'0316;;;;;;:.-;'7'41:1.:7707-. 81'..'4;;"-7...1.607'.1F'7....' 195 • 164 70-::4,5e:S40::::Wi.,7,-J.V.,--7 - .,..-1::-.--;i:ii: (54 Ot) 195 159 '!:i..:i:.:'.--S•104Miti:1?:-'5:z4::'.471i4:4i-47P:iit ZOlt 04:30 •205 05:00 .04:S.17VF:E., 05:30 205 155 atitude: 0' 0.060 Undefined Total 381 • • 368'.' 342 • 360 • 402 •H! 372 • 35T: 369 • '.1...:177i1 373 359 ,..,, ":--.•,-:.-T1•::-.),....-;x,-.7,,o-.v.. .337.-t! 354 7,..,.,..,,„,,,, 168 '''''';':,,,-,:fgr.,:i:;.:17,Q-atj',:;:tA.:71•Z::.ti:',.3.:Rei4.-4-ggr!•00--;1•1.:Ng+11:47-1,.: 378 k;klgP-5.::."-.45L10;-Ari:41.-'44*;',!:''';; b6:0b 211 ,.,-ggkit,f,.§7:- ''' 161 fV:36% :"4#!;:-':i.444'::'Fi-';'7t,171:1.;',,is-'!:,_'!'-:',PV,;•..;;;:'1.1!:,:.71',.360. 06:30 209 372 152 ;..6910..t1.:Sii:kt',i'i-j.-54:;-'47:4";5iF:j•'1'::::ti5ii.t7ii..7.-:S.71-;4.:1'iTrqjii.-':Vi'll:..;`-'.-'"'.:"'.1''','".r.380;;;: 07:00 361 122 2.0;'t;iqlian;'15fgt:;VPLPM'i:;]7:q.:4iA:'.A:'4-f:'tf:''.,;i4gNRW'gj:-ial-.;7-qi-V 07:30 161 126 4:;t:getr?45:41!f1';:+P:121.-A1.-4.5.A,TA:1::.8gj'.4-1:-F,:-q.A.0.A:14:::iti.'72:-.7i:i:::::'4PN;;'..;,q!.:5-:i, "- 08:00 152 113 .1:1Vrj ,;:45.,,v;"' in iu.A.98-16z:.:,f;.;,,,7441npil.T.;.,-.y.,41::$4!;::.-sg.-,.,;E:22:,:j;I,j.T.I.:0;.:i-6.!;,'.:::±4,i14',1.;I•efi.",j.'..';.;,.7-711:*.:.t.7.2, .71-;:..:-.:f.-::.!...Li.-_.:;.':,:TA.,::.:-.,.4i,:rtr,:.%.7:: OM 08:30 139 92 a8.4505±Vii-!:',,i!r.;:..:.'4'94:j1n:-,::',.Y1,0.Z-,144:i;.i::.!ill ..;,,1.44:,.,•,:-.k......",n:,-T,..-.,4•:41--.-,lil:-'4..!..,.:::*i,::.: ;;"Kt::-=il;:ii,,,;..:_..2264:1 09:00 143 120 091.5.-0..,,]:;V:i.7„,t.'ft!i-;'.',-...i!.1',;d!lc.-;;;;:46:4!:',I,F!!;F:.:',:i!49747-f-__ 09:30 165 106 ' .4::!.•:'":1•7.::::;t',S1'.'zVi::1:r:]?'''''''22-.Ti.. .,;'i,,:Tr•--.,:;,0.9.:•;;0.Vii.'g!'4:4VI: ,!71,,M.::ti:!,T,14,f.4.4.1.2;4::105.V;:c!.,g..!!._...:;1. 10:00 164 95 15i!y:',;;,:-.,f!."7-F:1:0gFf7:.i-Ta:14',-.;:::,':7.,."4.4.;,;i:-L,„ 10:30 140 125 1045..!:-1,::,7,.:7,-E,:::,:,''' 11 11 :DO 136 98 . .1.115::::-,..'::--:Ei:-,:;;;;;.:::f. -''=7--.,!:-.';743-li.88.,..t:*-; 11:30 118 86 lir' 1;:t45:..2';',E,',...,,..:,,:;:-;; Total ,t;'..-;::::.-:,i4---:F.8S:''.-.':t",;14!:4L; 8675 6911 Percent 15586 55.7% 44.3% Peak 111 ' Vol. P . H . F. 1 1 1 6:45 16:15 877 733 0,979 0.970 320 .35 287 Th25: 265 • 234 1 6:30 1 589 0.971 • Stat 15-Mar06 Time Thu • 1 1 77 38 68 28 57 " 2 85 4 48 72 38 85 123 NB BB :Richard Garcia & Associates, Inc - - 13117 NW 1 07th Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305-595-7505 FAX: 305-675-5474 Page 5 - Site Code: 000000000000 Station ID: 7504 BISCAYNE BLVD, N. of 15 ST Latitude: 00,000 Undefined Total 12:0C) AM 122 104 226 ', -. ..-., . 185 .,:.- ,.: 94 ., • 279. 12:30 188 95 283 '--;- ' 12:45:-:- : ' .. 127.::---. ,::: 67-: : :: . .- :, . 194, 01:00 146 65 211 -::01 '.15•,:i','",-:::'''''.1-- ,:,:-.,','-''' 'J.: 131=,L. - ::', :::: ':- 51:::::: .,.... . :.,-,...,. ,:-,...i,:s. ..,(..j.,.. ......-1.!=,.J:7.. -' . 182:: 071:jo 129 _ 66 195 0145,, ..."':::::::1-,:: ' .',". 84.....;:-'....‘,'17,',±::- : .. '.6.2- ',::',...,-; -:::: :!.r.,, !;.-...,::':, t: :?:..-r.:. . .:71:4:6. 02:00 69 54 123. r..-.:1,;:,.7.:::,--.:02:1,..5,1:1!..:::!,:-.,:-;,::::::::; i; .!',..:,H,F•7:-..;.-..-s.;',`._6.B3'...-.',.-,''.-0'..,k.j,:-._ '. : 42 ,,' .1....'-.1!;-.:.-::::,,22.4-:,'"' =,,'. - ,,. - .t:. --, .,,,':!:'=,='!':-.;;.'-..:.',."!...,.., , .•:-'::i....,--,:.;.,.7.: :,t-..z.:•:41-::4,!::5b--7...-,A;,..-r:-:',.;!. :, ,. t.::•...:,".',. ,iLi..,1-_. "...1.10! 02:30 67 49 116 42 35 77 39 34 73 38 32 44 70 3374 30 70 72 115 88 " 142- 84 175 96 08:30 133 100 176 121 175 100 195 10:30 172 NI 11:00 11:30 111 Total ttiEFFA. 5152 Percent 58.9% 03:00. 03:30 04:00 04:30 05:00 05:30 06:00 06:30 07.00 07:30 1: 0745 08:00 09:DO 09:30 10:00 Peak Vol. P . H. F. 11:00 746 0.956 09:45 501 0.942 142 203 226., 271 242; 233 285 297 275 09:45 1225 0.934 1 1 1 1 . .. Richard.Garcia & Associates-; Inc-- 13117 NW 107th Ave, Suite 4 Hiafeah Gardens. FL 3301B PH: 305-595-7505 FAX 305-675-6474 Start 16-Mar- D6 Time Thu 12:00 PM 1215 12:30 124.5 01:00 01:30 4-6 SE 173 0 188 190 0 '176 0 0430 0 05:00 0 05:30 204 0 189 06:00 205 0 06:30 190 0 169 0 07:30 166 745 Y 160 08:00 155 08:30 146 0 09:00 172 0 09:30 118 0 , . 10:00 154 0 111 10:30 131 0 • 11:00 127 0 11:30 130 0 Total 8303 Percent 94.5% Peak 16:30 Vol. 822 P.H.F. 0.947 Grand Total Percent • • 1 82 166 177 !', 185 193 02:30 192 0 03:00 03:30 03 45 04:00 5.5% 12:15 —8-70- 0.764 39394 25609 60.6% 39.4% ADT Not Calculated Page 6 Site Code: 000000000000 Station ID: 7504 BISCAYNE BLVD. N. of 15 ST Latitude: 00.000 Undefined Total 253 238 8. 185 193 192 . .fL •171 173 188 190 176 183 216 205 190 169 18 166 160 155 1587 • 172 150 118 154 1597 131 43. 127 130 8790 12:30 1103 0.925 65003 1 r 1 1 ■• 12:00 AM 12:15 12:30 12:45 01:00 01::16 01:30 0:1.:45 02:00 0215 02:30 02:45 03:00 03::1 03:30 03:45 04:00 04:30 •04 45 05:00 05:15 05:30 05:4°5 06:00 Q6:15. 06:30 07:00 07:30 '9.7::4 08:00 08:15. 08:30 Q8:4'5 09:00 D9'1S 09:30 0945 10:00 1q:35' 10:30 10:4'5 11:00 11:15 11:30 11::45 Total Percent • gb Peak Vol. P.H.P. i ±~a.rdGarcia..&..AssociatQa, Incl.. -- 13117 NW 107th Ave; Suite 4 Hialeah Gardens, FL 33018 PH:305-595-7505 F :305-675-6474 6 : 5 3 6 7. 6 6 10 • 29 26 9" =2 17 30 45: 46 43 2.6 36 25: 33 40 33` 25 .46 55 59 961 48.4% 08:00 186 0.788 32 86 52 35 . 26 25 35 33 46 50 1026 51.6% 0$:1S 238 0.960 Site Code: 9863 Station JD NE 15 ST BETWEEN 81SCA,YN.E BLVD 8 BAY Latitude: 0' 0:000 Undefined 16 4 10 9 6 3 3 3 9 2 0 4 2 11 3 5 8 8 15 11 3 12 13 16 40 55 54 47 65 86 98. 95 68 68 6• 85 80 66 58 60 79 101 109 1987 08:15 420 0,955 1 Tim rt 2:00 PM 12:15 111 12:30 12:45 01:00 11 01;:.15 01:30 0';45 02:00 .02::1 "5 02:30 0.2:,45 03:00 03:1.5 03:30 0345 04:00 04:15 04:30 4::45: 05:00 05::15 05:30 05:45 06:00 061'5 06:30 07:00 07:1 07:30. 07:4 08:00 06 15 08:30 08:45 09:00 09:15 09:30 D9�45 10:00 10:30 10:: 5 11:00 11:15 11:30 11;45 II Total Percent 53.2% 46.8% Peak 12:30 17:00 ■Vol. 259 266 P.N.P. 0.887 0.821 1 1 1 46 ,35.. 65 45. 56 62 52 59 56 52 43 32 59 42 62:... 53 5i 65 50 42 48 42 ..._ char; Garcia &Associates.; In:c. ... .. 13 1 1 7 NW 107th Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305-595-7505 FAQ;: 305-675-6474 62 63 56 68 55 53 .81 53 35 50 53; 55 a2 48 60 65 56 62 43 36 30 26 22 :26 30 25 36:. 25 35 17 23 23 17 12 12 22. 30 15 32 10 23 : 6 22 17 .20 10 7 12 7 - 10 3 2076 1826 Page_2. Site Code: 9863 Station iiD: NE15ST BETWEEN BISCAYNE BLVD & BAY Latitude; 0' 0.000 Undefined Total 7 99 70 115 98 111 114 100 1.09 121 108. 105 97 101 121 126 122 113 129 85 99: 78 74 77 76 64 76 55 61 52 46 29 34 45 44 42 - 29 39 ;27 17 19 13 9 3902 120 51:37 0.879 • Stan Time a Start 12:00 AM 12:15 111 12:30 12:45 01:00 01:1.5 01:30 01::45 02:00 ''02:?5 02:30 02:45 03:00 03:15 03:30 03 .5 04:00 304: 1'S 04:30 05:00 .0515 ::: 05:30 05:45 06:00 06:15 06:30 110 • 06:45 07:00 7 15: 07:30 9745.: 08:00 68:30 08:45 09:00 5.9:1, 09:30 09:45 10:00 1':€1:1::5 10:30 10 45' ii 11:00 ▪ 11:15. 11:30 11:45 1 • Peak mi Vol. ▪ P.H.F. 2 10 1.. 30 17 55 35 48. 66 3'6 26 35 32 48 48 11:00 208 0.788 3 2 0 3 .6 3 .6 10 3 :6., 2 15 6 20. 23 35- 40 ........... . 40 42 56 46 4$- 42 • 43 62 08:00 248 0.912 i hard Garcia &Assoc aces, Inc. — 13 1 17 NW 1 0i th Ave, Suite 4 Hialeah Gardens, FL 33018 PH:305-595-7505 -6 TA.X:3u5 75-8474 Page 3 Site Code: 9863 Station ID: NE 15 ST BETWEEN BISCAYNE BLVD & BAY Latitude: 0' 0.000 Undefined 12 9 22 13 9 16 5 2 0 9 9 10 5 3 9 8 6 13 9- 6 8 8 17 16 37 53 7 57 93: 95 $4 102 100 134 98 68 91 78 84 90 88 110 11:00 435 0.812 1 1 Stan 15:-Nlar-O- Ttrne Wed 1200 PM 12:1.5 12:30 1:2:45 01:00 • 01:15 01:30 02:00 • 02:45 02:30 02.45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 • 04:45 65:6o 05:30 05:45. • 06:00 06:15 06:30 0;6?45 07:00 -V:15 07:30 08:00 I08:36 08:45 09:00 09:15 09:30 10:00 40:15 10:30 10:45 I too 11:30 11:45 1 1 1 Total Percent Peak Vol. • EB nc. ---- - - 13117 NIN 107th• lweiS.-utte 43- Hiaieah Gardens, FL 33018 PH: 305-595-7505 FAX 305-675-6474 WE: 75 69 73 63 66 75 52 69 62 79 62 56 62 73 53 45 53 52 58 72 65 73 -46 68 63 59 63 83 53 92 98 76 89 86 81 72 7,8 88 62 42 .33 40 42 36. 36 29 30 29 23 17 17 23 .20 12 17: 12 0. 10 -9 67 61 35 32 ::22 22 15 15 19 12 13 9 12 22 12 15 12 10 8: 15 15' 2278 49,3% 15:45 314 0.892 2340 50.7% 17:DO 379 0.967 Site Cocie 9563 Station L. N515- ST BETWEEN BISCAYNE BLVD E. BAY Latitude: 00.000 Undefined Total 144 136 141 121 141 118 135 98 105 130 138 114. 122 146 145 1.79 162 . .167 155 152 15123. 77 58 72 '88. 64 55 51 39 44 49 41 36 26 29 45 32 27 29 22 12 25 24 4618 17:00 676 0.944 • • 1 1 1 • • • • Start Time 12:00 AM 12:1.5 12:30 12:45 01:00 01:15 01:30 01:45 02:00 G2:y.5 02:30 Q0:45. 03:00 03:15 03:30 03:45 04:00 D4:16 64:30 0445 05:00 05:30 054:5 : 06:00 06:15 06:30 06:45 07:00 • :(?7:1:5 07:30 0745 08:00 08:30 0�:45 09:00 09:15 09:30 09:45 10:00 10:30 d:45 11:00 11-15 ... 11:30 11:45 Total Percent Peak Vol. P.H.F. 1074 43.7% 11:00 203 0.875 16-1i ar-03 Thu EB WB 13 9. 3 0 10 .9 3 .2 0 _2 0 2 3 2 7 0 0 2. 10 2 20 22 26 42. 29 42 .55 46 43 48 39 62 36 48 39 73 40 . 63: 40 73 45 ` 55 _ 39 89 .35. 36 =s,,...,. 65 56 50 58 1382 56.3% 08:00 274 0.913 Richard Garcia s o i atest- 3117-NW 107th Ave, Suite 4. ..... Hialeah Gardens, FL 33018 PH: 305-595-7505 FAX: 305-675-6474 0 7 2 2 2 2 7 3. 3 :3 6 2 6 .3 3 0 3 .6 • 3 9 17 12 25 29 .43. 29 33 .. .. 46 Site Code: 9863 Station ID: NE15ST BETWEEN BISCAYNE BLVD & BAY Latitude, .0: 0.000 Undefined Total 13 16 5 2 12 11 10 5 3 6 8 8 6 5 7 9 3 8 13 .1:1. 19 21' 32 47 55 85. 58 63 88 113 101 84 112 103 113 110 108 71 107 1.1.1 98 :126 2456 08:00 464 0.906 • Page 6 1 1 1 1 1 • 1 _Start 16-Mar-96 Time Thu 12:00 PM 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 (245 03:00 03::15 03:30 03:45 04:00 04:'1:5 04:30 04:45. 05:00 • .05:15: 05:30 '05: 45i . 06:00 06:15 06:30 06:45 07:00 07:15. 07:30 :O7:45 08:00 08:30 ::D8:d5 09:00 09:15 09:30 09:45 10:00 1.0 15 10:30 1-fl;45 11:00 11:30 1.1:45 Total Percent Vivhard..Gar�iv £�ssociafica�_ [r.r 13117 N'Al 107th Ave, Suite 4 Hialeah Gardens. FL 33018 PH: 305-595-7505 FAX: 305-675-6474 EB WE Site Code: 9863 Station ID: NE15ST BETWEEN BISCAYNtE BLVD & BAY Latitude: 0' 0.000 Undefined Total 53 50 52 35t 43 56 66 52 66 88 66 65 58. .... 68 62 6 . 5 50 46 65 48. 65 53 65 S8 62 46 58 42 48 39 39`.:. , 20 26 30 39 40 25. 30 32 30 26 39 19 36 26 30 33 25 15 32' 1:7 22 19 1 20 23 15 22 • .1:5 19 12 2272 2277 49.9% 50.1% 68 62 58 79 59 79 55 78 43 79 66 89 43 46 53. Peak 12:30 15:15 Vol. 298 346 P.H.F. 0.876 0.951 Grand 9704 10092 Total Percent 49.0% 51.0% ADT Not Calculated 130 137 127 164 124 154 122 1'i 142 93 98 88 96 145 131 11:6: 130 140 96 113 118 123. 108 100 87 59 56 71 65 50 62 56 56 58 62 53 40 49 41 33 38 37 31 37. 4549 15:30 587 0.895 19796 1 ai c iaDac 1 1 1 1 Appendix E: Committed Developments r-\ RICHARD GARCIA & ASSOCIATES INC. Appendix IIIII III MI MI - all al MI Ell Mr 11111 MI MI IN all NM • ROADWAY NAME Biscayne Blvd NE 15th St INK Notes: 1 Roadway Name 2 Direction Table: T-4 1770 North Bayshore Drive (MUSP) Committed Developments Projoct Name Miramar Centre Cite Miramar Miramar Phase Iff (Biscayne Centre Centre (Hotel de Paramount Village) Ellipse Phase I Phase 11 Opera) Bay 3 4 6 6 7 8 31 21 0 31 35 26 11 10 0 62 54 60 86 3-8 From Traffic Studies on File at the City of Miami (see at(ached) 9 Total comrnitted traffic assigned to analyzed roadways. 10 Person trips assigned to Transportation Corridor, 11 Transit trips assigned to Transportation Corridor. Portico Quantum on the Bay 59 73 132 Total Committed Traffic g 317 289 606 24 Person Trip Volume @ 1.4 PPV 444 405 848 34 45 78 Mass TransH in Person -Trip 14.9% 11 78 7.1 149 0 44 III III MI MI MI MI OM- E Ira E MI i i OM MI INN 1 Folio 1# CITY OF MIAMI LARGE SCALE DEVELOPMENT REPORT: 1995-Present PLANNING DEPARTMENT hit itt ://www.mialrllaov com!Plannin / a es/land develoament/LargeScaleDev.asp Citywide Major Use Special Permits (MUSP) and applicable Class II, Special Exception & Exempt Projects (Listed by Alphabetically by Project Name) (Bold properties have been reviewed and/or revised since the last report; Highlighted properties are new entries) (Status: A -Completed; B-Under Construction; C-Approved; D-Application; E-Preiitninary; F-Withdrawn) As of December 01-3230-007-0001 01-3231-041-0010 01-3231-053-0010 01-3231-053-0020 Name Cite (The Village on Bayshore Drive/Biscayne Village) Type of Permit Permit Number MUSP tional Inrosma Ertl Address 1901 Biscayne .Blvd, 2010 North Bayshore Drive Description ixed Use: residential & 01-3231-003-0660 01.- 3231-003-0670 01-3231- 003-0690 01-3230-032-0010 01-3231-003-0450 01 3231-003-0500 01-3231-003-0510 liramar Centre - Phase €: Bay Pare laza Miramar Centre - Phase I1: Opera Tower MUSP 1776 Biscayne Boulevard Mixed Use: Residential & Retail MUSP 1756 North Bayshore Drive Mixed Use: Residential Miramar Centre - Phase III: Hotel de l'Opera Paramount Bay (Paramount at Edgewater Square) Portico MUSP 1744 North Bayshore Drive Mixed Use: Residential Quantum on the Bay (Metropolis at Bayshore) Note: Cost data totals varies as figures are no MUSP MUSP MUSP MU-2005-017 MUSP provided for ail projects by developers C1RGA hsciProjeclsl2006106-021 Bayshore MUSPlcomrnitted.xis {Listing) Page I of 10 1783-95 NE 4 Avenue, 407 NE 17 Terrace 2020 North Bayshore Drive 1837 NE 4 Avenue 1900 North Bayshore Drive t!I[iced Use: Hotel Tower with Res[dentie! & Office. ixed Use: Residential & lietail Residential Mixed Use: residential, retail & Restaurant Net Area W ynwoodi Edgewater Wynwood/ Edgewater ler Wynwondl Edgewater Wynwoodf Edg,ewatet Wyawoodl L;dgewnter NV yaarroode Edgewater Wynwood/ Edgewater \Vynwowl/ Edgewater • FR<14ELT: / O BBIISCAYNE RENTALS MUSP TRAFFIC STUDY 1 Y TITLE IbNI PEAK PROJECT TRIP ASSIGNMENT EXHIBIT No. Page 12 1• i NE20S. N 19 ST 2 {�f 3) 4 NE 15 ST NE 14 ST 1---- (2) PROJECT SITE 0I a i 31 } 3 NE 18 ST NE 17TER BAYSHORE DR N.T_S, VENETIAN CSWY LEGEND XX - ENTER (XX) - EXIT PHQJcCT il ELLIPSE MUSP TRAFFIC IMPACT STUDY TITLE PM PEAK HOUR PROJECT TRIPS EXHIBIT No. 13 Page 22 LEGEND O Signalized ►-� • Unsignalized CARR SM. CORRADINO ■ Miramar Centre Phases II and !II Future (2003) Peak Season Traffic With Project Trips Figure 6 6 X/5 - -, 2X/3 • w n v c z 4X/g 4--- 5X,/11 6X/11 5x/10 �— 3CX/57 10X/79 5OX/63 �Sxf, 0 �— 25X/47 ry N NE 19th Street 10X/19 4z4/53 - ' 4 r 74,19 NE 17th —y At-14 15 Terrace NE 15th Street LEGEND %/XX<XX> NEW DISTRIBUTION/NEW ASSIGNMENT<PPASS—BY ASSIGNMEN T> IN/XX !PERSON TRIP DISTRIBUTION/ASSIGNMENT (MAXIMUM) • NE 18t Street FIGURE 5 TRIP DISTRIBUTION AND ASSIGNMENT iKmley-Horn ar.a Ae>n.ep 6.1 met 1 I 0 %/1 2 ^----- 157 /i8 29th Street 5%/16— ► 4-- 757,/78 5%/6 ;67/";7 —� %/9 --� r 0 0 4, 0 77/8 187./21 Jrt A -W--367 /42 ---•---25r/29 ( 2G%/24 i NE 21st Street 2 %12 4-1OS/12 r N A• 22 ♦-127/14 57/6 �1 IMMINNWOMMMaNk (SEE DETAIL) J .7./16--•--i NE 20th Street 2G%/21---/* ht____2C OUT/331 2C71N/29► c • 0 w 57/5 rX%/XX % N/XX NE 15th in 0 01 c cv z 7* CY N X A► co m (-5Z/6 NE 19t 307/31 --► h N Street NE 20th Terrace A >41. C1 7 5 h O e o Boysbo e Drive 0 0 m 4 0� N.,';`, tra 4] Street 4-5:I7 /5 _► 0 CG AA 5%/5- A 0 0 LEGEND P.M. PEAK HOUR DISTRIBUTION/ASSIGNMENT (VEHICLES) P.M. PEAK HOUR/DISTRIBUTION/ASSIGNMENT (PERSON —TRIPS) DETAIL 41---µ76%/82 8 %/8—► 5% 6 4— 147/1 5 nth I A 5%/575%/78-J 82%/85-- 0- T%/7—, NE 21st Street 87/8 erraCe 4— 77/8 4-) FIGURE 4 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT rKimaey-Horn and Associates_ Inc. ■ NE 20 ST NE1.ST NE18ST NE 17 TER r ■ PORTICO MUSP TRAFFIC IMPACT STUDY NE 16 ST PM PEAK HOUR PROJECT TRIPS N-T.5. EXHBIT No. Page 22 13 NE 20TH STREE 1 NE 19TH STREET 81 J72 22/95 NE 18THCTREEi NE 171H 17173 ERR 49144 -NE 2ND AVE 'ti 52;55 49/44 14/59 f ISCAYNE BLVD 467 9r8 45;95 AM/Pivi PEAK HOUR PROJECT TRAFFIC IN YPH PROJECT FIGURE 6 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEDT, P.E. W4 2-1 r-4 METROPOLIS BAYSHORE CONDOMINIUM April 29, 2003 Pane 22 1 W:PLP 1 4 PC HA Try' , [-':SrrtrcdInethtsassfidse811 _nixd exwor hA+4f FR rtE'FPNATtf3h:aq. Mk' 357: ET. 221D.er. tt'PRAL WAY) 415Td ST. GIWVE iT ICK> F Gr;ER r"-LuSEWAY TsT. ZULSA 1fiTE.1 GENTVA..Thil 1 1 r • IIII NI NI IN IN IN HIGHWAYS MPO Project Num: Agency Project Num, From/Locallon FacilltyIProJect Name ITo/Location DT4146241 SR SIUS-1/BISC BLVD 4146241 FROM N.E. 13TH STREET TO N.E. 38TH STREET 74146871 SR 915/NE 6TH AVENUE MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM FEDERALLY -FUNDED PROJECTS County Old Iilem IAMI-DAD. RESURFACING Roadway ID Length (m8es) Type of Work Begin Point End Point MIAMI-DADE 4146871 DT4146881 4146881 FROM N.E. 128TH STREET TO N OF N.E, .145TH S' 34000 ACCESS IMPROVEMENT 1.272 1 2.369 3.841 Exist Lanes Add1 Aclivlly /Phase CST Funding Source ACXA Federal Funding Components Proposed Funding ($000s) 1UUb 2UUti - 20U! - 2006 2001 2008 3,046 TCM Projncl 5-Yr Page Ref Al-00 4 0 Activity /Phase INC Funding Source SS Proposed Fundin $0 Ltlt{5 - 2006 2 6 2007 2UU/ 2008 Al-79 wadnimmwwiMrr� DT414725i SR 9/SW 27TH AVENUE FROM S,W. 28TH LANE TO S.W. 8TH STREET MIAMI-DADE 87240000 ACCESS IMPROVEMENT 1.683 I 0.056 I 1.739 4 4 0 Activity /Phase Funding Source Propos 2ou5 2006 I Fundin 2806 2007 000s) 201 - 2a08 A INC SS 0 96 0 SR A1A/HARDING AVE. IAMI-DARE RESURFACING 4147251 FROM 75TH STREET ( TO 88TH STREET 87060000 0,867 1.017 1.884 0 Activity Funding /1 hasr Source INC Proposed Funding $000s} 2UU5 - 2t1Vb - 2UU/ - 2006 2007 2008 SS 100 DT4147611 SR 94/KENDALL DRIVE MIAMI-DADE 4147611 FROM MILLS DRIVE I TO SW 102ND AVENUE 87001000 1.845 ADD TURN LANE(S) 5.798 7.643 6 0 Activity /Phase INC Funding Source SS Proposed Funding $000s) ?JUb - 2001) - 200/ - 006 2007 2008 0 0 CST SS 1,625 Ai-67 074147651 EL PORTAL/877t 1 STR. MIAMi-QADE SIDEWALK Activity Funding Proposed Funding $000s) /Phase - 2UU6- 20052006 2U0/- Al-24 414765E PM NE 2 AVE TO RISC (E) & FM NE 2 AVE TO NW 5 0 0 10 Source 2007 2008 Approved May 27, 2004 CST SE 0 0 358 PDE SE 0 12 0 PE SE 0 105 Secfion Ff - Page 10 of 25 v.)rr.vr e sir. IF`) vor Traffic Impact Study Appendix F: Transit CIL RICHARD GARCIA & ASSOC IATES, INC. Appendix are .ur. lv.J Li t- Traffic Tmnact Study Appendix G. Corridor Analysis (Person Trip) RICHARD GARCIA & ASSOCIATES, INC. Appendix NE 1 Ell III 111 IIR Is rsr no am NE al so1 Table: T-6 1770 North Bayshore Drive (MLJSP) PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE ROADWAY TO RieW.C.FREINFriMENMERNMEM ijk0 (11. B sc yne Blvd NE 15 ST NE 19 ST NE 15th S NE 2 AVE N. BAYSHORE DR. IfftiVrifrof NE 15 ST NE 19 ST NE 15 ST NE 19 ST Biscayne Blvd NE 15h St NE 19 ST NE 15 ST PERSON- MIAMI ROADWAY TRIP ADOPTED CORRIDOR VEHICULAR CAPACITY DR LOS TYPE CAPACITY 1.6 PPV 4LD-Class If 4LD-Class II ROADWAY MODE ROADWAY VEHICULAR VOLUME ..,31i3VIZir..ri,r0,V17.41570:510ffirniMIMMTMEMVIll q,:..010.440.94,p4,,*4.10,0910,05AW),..V. ViN4F.s,N, '11114.40#444Jcip.V01,40a,,,,ta.,,,,, 4 FiiWP " ',10005VV#14406.it: 317 i•-;:i47655174.111,wi.f.11/R4.6. NE 15 ST N. BAYSHORE DR Biscayne Blvd NE 15th St NE 2 AVE N. BAYSHORE DR, NE 2 AVE WB frzittl,0.5:;X NE 19 ST NE 15 ST N BAYSHORE DR, NE 2 AVE 046,4.41.14101/444, driltr9 vP,k, iscayne Blvd NE 15 ST NE 19 ST NE 15th St NE 2 AVE N. N BAYSHORE DR, Notes: NE 19 ST NE 15 ST N. BAYSHORE DR, EB NE 2 AVE WB 2W-non State 2LU-non State E 4LD-Class II E 4LD-Class 11 2LU-non State 2LU-non State 4LD-Class II E 4LD-Class 2LU-non State E 2LU-non State PERSON- EXCESS TRIP PERSON VOLUME TRIP 1.4 PPV CAPACITY 859 1203 766 1072 *IN ROADWAY PERSON TRIP Vie LOS t !Aki.O.A.*5•15.4ttlf-AP ate 4:44, AnIfirik,A; '4041' t • = €1,10,,AS,vr43.' I 41ti, , 4,114,,ri= `,1'41t;',01 411;404', 419,414l 741) t '01,..A •V '464 ,1$,M -EL!: 141', 1:',.&")..,1.4 • .4..tit',',.t..4,l§140,4ht,f4.gters.01t6fentIAT, 4 D-C ass 11 1800 2880 4 D-Class 11 1800 2880 2LU-non State 850 2Lti-nort State 850 0.57 0.51 369 5 6 844 71.4y, 0,38 1,',4,1441.1171141,,INC*4: 703 1177 1532 1 48 512 84 566 794 " 11, 1111 M MI E Illt I MI -r NM III Ell LEVEL OF SERVICE TABLE CLASSIFICATION TYPE FDOT'S 2002 QILOS PERSON -TRIP LDS A B C D E A D C D E CLASS I ILU 0 220 720 860 890 0.00 0.25 0.81 0.97 1.00 2LD 0 1530 1810 1860 1910 0.00 0.80 0.95 0.97 1.00 3LD 0 2330 2720 2790 2840 0.00 0.82 0.96 0.98 1.00 1.00 4LD 0 3030 3460 3540 3590 0.00 0.84 0,96 0.99 CLASS II 1LU 0 100 590 810 850 0.00 0.12 0.69 0.95 1.00 2LD 0 220 1360 1710 1800 0.00 k 0.12 0.76 0.95 1.00 3LD 0 340 2110 2570 2710 0.00 0.13 0.78 0.95 1.00 4LD 0 440 2790 3330 3500 0.00 0.13 0.80 0.95 1.00 , CLASS III ILU 0 0 280 660 810 0.00 0.00 0.35 0.81 '1.00 2LD 0 0 650 1510 1720 0.00 0.00 0.38 0,88 1.00 3LD 0 0 1020 2330 2580 0.00 0.00 0.40 0.90 1.00 4LD 0 0 1350 3070 3330 0.00 0,00 0.41 0.92 1.00 CLASS IV ILU 0 0 270 720 780 0.00 0.00 0.35 0.92 1.00� 2LD 0 0 650 1580 1660 0.00 0.00 0.39 0.95 1.00 3LD 0 0 1000 2390 2490 0.00 0.00 0.40 0.96 1.00 4LD 0 0 1350 3130 3250 0.00 0.00 0.42 0.96 1.00 NOTES: DERIVED BY DIVIDING THE FDOT's 2002 LOS BY THE LOS 'Et FOR EACH TYPE OF ROADWAY. LOS E" DETERMINED BY INCREASING LOS D BY50 VPH CAPACITY WHICH CAN EASILY BE ACHIEVED BY OPTIMIZATION AND OTHER TECHNIQUES. a tin snore vr:MvSr-- Traffic-1 • 1 1 10 1 w 1 Appendix H: Intersection & Driveway Analysis g\CU. RICHARD GARCIA & ASSOCIATES, INC. Appendix • Ell MI ION I MI MI Ell Intersection Table: T-8 1770 North Bayshore Drive (MUSP) Existfng (20o6j ✓Delay North Bayshore Dr. & NE 17 Terr. 12_3 Biscayne Boulevard & NE 17 Terrace 18.9 Biscayne Boulevard & NE 18 Street Biscayne Boulevard & NE 19 Street NE 18 Street & NE 4 Avenue North Bayshore Dr. & NE 18 Street 3.8 Proposed (2009) Delay LOS • HCM'Unsignalized Interseo-tion Capacity Anayss 1: N Bayshore dr & NE 17 Terr • 1770-Bayshore MUSP Existing PM Peak (2006) • 1 1 1 1 1 Lane Configurations Grade 0% o% Peak Hour hector 0.92 0.92 0.92 6.92 0.92 5.92 Pedestrians iL Walking Speed (ft/s) Right turn flare (veh) Median storage veh) v--9E04- one, - 643 vC1, stage 1 conf vol - 0 . 7.1 6.5 4.1 tF (s) 3.5 4,0 2.2 4.0 3.3 uela cM capacity (veh/h) 888 878 1623 390 1085 Volume Total 714 7 315 315 49 '''- tiin' ."'!6:147:ft..,,,,-40,40:',04-TROPME-R-FPag.• ,-,- ,,,,,, -..v...,,,,,,,,,:trs-,:p..,,,,,,.„!..1.1.,,,,,,,,,,..,,..„.,,z....,.-..K.:,,,,,,,,, Volume Right 0 0 315 315 49 Ntark.a4-24,1ga'''..1,..,,---1,5::- Volume to Capacity 0.81 0.00 0.19 0190.05 • Control Delay (s) 23.5 7.2 0.0 0.0 EgfigX- Y L -- - .›,-,..,-.:•%--',' r11'n--A*.egg,1`7, 14.74.,-.A't:' Approach Delay (s) 23.5 0.1 8.1 i' .,,,V.....4''''''4'e'''.g..WW`e.5-P...,..'4,,,,,-.'":- '''f 8.5 -L% 42- i712'.'7tfeOrg-Wr.:Yilf%11fkt421EN-Sgf.SIWWIBRINitkat-,itiVif- efilaalealratellitZ4.41210011,WM111 Intersection Capacity Utilization 50.0% ICU Level of Service • floridIv17-aa51 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HCM•Sig•naiized Intersection Capacity Ana ysls • 2.- NE 17 Terr & Biscayne Blvd 41- .4-• '41 t • 1770 Bayshore MUQP Existing PM Peak (2006) \*. .,-----, -,,,,...- ,.,,l-;,.,•,.,gt..-07:2 .8,')-';:i7.1p,, -e. At -,,,- „...,..;;,....,, ,,,•:,t, ••.,-,..sg• „ Lane Configurations ,......-, .._,,,...,- 1900....ppQ .:::::-.166, _.--f.,ct..-•.-196o -To . +1' 1,06::41Efasit:iN07101),-•'•. ,:"`ifva 0.-5-.1c10::•;•:-.1 "P ivr4 Total Lost time (s) 4.0 4 D 4.6 :41b ' : -°9 19°9 .19' 1...4frie':',0111,.:1FaT'646f.;:,,'''',...n:t".:1'..L:,11..3,t)?:0-5 4.0 ,,I,D0 ,..:_: , ,,,, 4 , , 4.0 4.0 ,It.,P,,ii3f66166:•':,,'s:',-_-,'-',-;::,.:;'•:,•Y-',./----,-,:.--4,',06.::,:-.--=';.• Satd. Flow (prat) 3472 1 770 1699 . ..:,..-,.1.i,00,;.,-,.. --, - . - - - - •:" -..PP...T.:-':Q-19.-';::-::,',---,,' A '-oo- --'0 R5 0.91 i ba 5 ge ' ' . ' ., ,,,,:s,.,,:12.06r3,,:,?r, 2,,, , , .,, ..,,161 7070 50 _ _11_300001 1‘.70 S46n i'4"' Fri O.9.8 1.00 6 06i:Vg;f:.0,•,,,.„ ,,,,,,,,,,,:.L.-..::,,,,,,,..-,-.w:,.•-•.v,:,-,.-4,,,,,y,.o,,,,,•.,.'.zF,--.,r.,,-•.....,,,,..,:-v,,,.-c..,,,,,,o.,-,,,•,.,,,,p,,.. ------ --- Satd. Flow (perm) 3279 -0192 1265 0.9694 3456 1-4 ;,..7_,71%\11/D./iftour factor PH'''':- -16, 9' ''''' Vol F 0 92 0.92 0.92 ,J011:MASENEVIEN13,,,, Lane Group Flow (von) 0 115 NitiVIVIMEZPer,:.01,1,11I Protected Phases 4 v/c Ratio Progression Factor 510 3531 14,1_1•4 .92 0.92 0,92 0.92 6 6 92 268 734 ci.'7.----?;KV0T'A.:',.,7::,.,T.i--.t.:TP. , -- ---c:.:Pg.k4v...alt...E..,....‘,.... 2 - 01.11aft-lig,.,_%-..,E.21,-1,11,MalSallaligkVP.4111--AltigariNSEMORAITall,U Actuated Green, G (s) 16.4 16.4 16.4 75.0 75.0 90.6 90.6 ,,,,A.-_._.-,,,...--A-k.....-.,,,,„.-,,A.......„,....._,oc::..,..„.,'..„„-„ '-',77-7:;:.,'7.17,-,,,„,..„_„r*,,,,F„.4..., JA.:.'..crf-,,,„t-r-4. ,t,....:,,-,,-,.4„:„V„..b.,..e---:,,,,., ,,,„„4,,...,..• •.:„.V. : „'...,--.4.----::-..,,,_:,,,'--,e9.- . ..,...Y.,... ,'",- r'l'-'],,-,-'..-,'''4...,-,4:,..---• Actuated g/C Ratio •,,,,,„.„...„,„..,,,,,,,_.„.,„:„..„.„„,_,,„,,,,,,..„,,,,,,I:7.,717;;7:::,.:,74::.:.7..: t.,....7z0;414c1. 1 4014. 1504O.:4....14O. 6:0;t415f).:99.79,zi.:.!.:_„,..7.t...;.t: .,:ii-:-..-ih,..,,g?1-2,,,,--,p.:,!•!.k-z-2.:-...,,,----,A.;,:i.?..4.A;-:,.....-.... ,. Vehicle -Extension (s) 3.0 3.0 3.0 3.0 •3.0 3.0 3.0 . 26 859 0 traiiLetgifiktiP74(415WT.,--VrAj:5-rtiER.:.4 v/s Ratio Prot 52 234 8 Vti,iffI'ellapeita-W.Lff:04,4M-7SlatV' _ 0.25 Delay (s) 44▪ .1 .e....----x,..a,-4-...-.-...,.....721.......,--7.g.F.....,-...-1..., ,-„„.--,....-..,,,,, ,..,..--.,..--.........,,,:-...,-,4-:.-,:?y,-,=.74..,.,R.,..5...•'..-..eA,-. Approach Delay (s) 44,1 0.29 0.97 0.06 0.38 00.14 • 0.25 c0.05 0.21 0.51 - 0.26 47LA „„--; 1.00 1.00 1. 5 0.93 'e.41,-4-;•".7.---i-FrAz-7-i-F, , 45.0 97.1 7.5 9.7 .1 ..1.,..94AKNA2:4-,,,,v-imcmp::,,,,;,...,,,,,,,,...,,,...„,,,,,,A.,,..,, 8E.,A., :;-,..-It.--..,.4.--;•2*:'''''l • 3:.3 . ',..,.---,:w,7•;.::,-" L .W.'="-.=.1.,','2,,:i,,,V4f,-",.:,,,aszi,,,,,,Ip!z_',2,1767.,1%....7,4-.,,i-*.P.,',:„.47,g. 87.6 9.7 4 . 6 •-...N,w,:a.p.--.1?,4.,,-...ov,*7,!;.,......twkAtrz-.T-i,- - ,._!.-4-4;..L.-.o..,,,.f.r.,,,,:E.17,,,,r.: '„,„„,,,i..x..‹-k,,,,,,,T,}4S, ,:!,.:, ,,,,,,,,,, ,„v '.'..:`041':?:-S2,,:?-44,.`AVV-..:6`*1...1t,r:Yitf."0.5-Rkx ''''jt:-."4-.:.'..,:-,'.2::';4-:-.#•:-'7: - '''''7U-i44.7f6-t2-:^.:,''P.,,,,i4- ',ft. ...ittAtiesortal,&;-1”4.13. 11,1111424-5.411.34;914"1615114111111.514151"111814141V45"141111:1i HCM Volume to Capacity ratio 0.57 .,-,-&-l.ag.M. ,,,w., - ,e, • . -2-e..-,.....14-,...E.,:;. : 5.--t.- .....,. '',.,.... ''',, ' ' - .iliallime- s `.',-f:i'.:f.,E ' 4 intersection Capacity Utilization 62.7% ICU Level of Service 8 f1ondiv17-aa51 1 1 1 1 1 1 1 1 1 1 1 1 HCM Unsignalized intersection Capa 3: NE18 St & Biscayne Blvd t KC* ,ximeaKIVW Lane ,Configurations rade top Free tyAnaysis +4. Free Peak Hour Factor 0.92 0.92 0.99 0.92 0.92 0.92 2: :m867, Pedestrians 4:400NIMPAM., Walking Speed (ft's ercenfikage Right turn flare (veh) Median storage veh) vci, stage 1 conf vol ;',94;00:AigOt6lgVi.V4V.t tC, singie (s) 6.8 6.9 ,,,,,,,:p.,,,,,,--„!,..F...z,--,..:7-::'!,.,-. tF (s) 3.5 3.3 2.2 70 MUSP "-- Existing PM Peak (2006) 4 1 cM capacity (veh/h) 124 558 753 • ' ' 5r0441171e,,,: Volume Left cSH VadiNIK Queue Length (ft) ::47tifa:V" Lane LOS • Approach LOS . „ . ;ig.fMAPI -fiutuisiit-Ya,i4ctizmytioitae-mc-aVgatiZiV 23 0 0 0 46 ,,o4.--- !,!-,:-.X.,?6,,>.-i.7-41?g4.7.2'..!r: Y•:..,..,.., .-,,,<.;',,%--4.-_..,....t 124 558 1700 1700 16 26 B 753 1700 1700 irreari&Mi • Average Delay 1.7 L,0 CV4-001;f Seoei A florid v17-aa51 HCM Signalized Intersection Capacf,y Analysis 4: NE 19th St & Biscayne Blvd Bay'shor.e MUSP.._.._- Existing PM Peak (2006) 1 • 1 1 1 1 1 1 03 T / \ Lane Configurations ldeai Flow v h Total -Lost time (s Frt 3rct Satd. Flow i7 raft Satd. Flow Tura Peak -hour fac 4.0 0.95 4.0 0.92 4.0 900 4.0 4.0 o9 3334.. 3232 ;Y.. 770 3525 1770 3524 2673 544 .3525 6143524 24 or, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Lane Group Flow Protected Phases 'rase Actuated Green, G (s) .92 0.92 0.92 vph) 0 204 0 0 275 0 47 837 0 62 948 rots Actuated g/C Rat- Vehicle Extension (s vls Ratio Pro vrs v/c Ratio J 1er1"ae Progression Factor Delay (s) ttatce Approach Delay �Pr�aa�0 nti 10.7 10.7 0. 9 3.0 0.0▪ 9 3.▪ 0 96.3 96.3 41> 96.3 96.3 0.84 0.84 0.84 0.84 3.0 3.0 0.24 .8 7 .0 ...: 3.0 c0.27 2.2 2.4 2.4 HCM Volume to Capacity ratio e1e •'e` Intersection Capacity Utilization 0.40 floridlvf7-aa51 ■ HCM- Unsignaiized•lntersec 5: NE 18 St & NE 4 Ave apacity Analysis .1770 Baysh-bFe MUSP Existing PM Peak (2006) C 4-- Lane Configurations Fan Ccntr Grade 0% v{�iiiit vve Peak Hour Factor 0.920.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 (.92 fi Pedestrians Lt�:lidos- ' f it Walking Speed (ft/s Right turn fier Median storage veh cM capacity (veh/h) �rvxx� 312 343 968 287 340 754 1493 Ifa $-attE41.i.4utritOW Voiume Left cSH Queue Length (ft) Lane LOS Approach LOS Average Delay rtterseCtic r eQapae 34 11 -�C 334 632 328 411 1493 1275 4.4 floridlv17-aa51 ...... „ _ HCM Unsignalized Intersection Capacity Analysis 6-. NE 18 St & N Bay Shore Dr 1770 Paysnore Existing PM Peak (2006) 1 1 1 1 • \ Lane Configurations Sign Control Stop Grade 0% Peak Hour Factor — 0.92 092 0.92 092 0.92 ° 1406441$1610.;:arescve.:- Pedestrians Walking Speed (ftfs) 'CYG Right turn flare (veh) gsdiatirF Median storage veh) k7836ailiffirgiValifiigIVjW" VC , stage 1 conf vol 1+ Free r„, 0°A -oe44 33 70 38 tC, single (s) 6.4 6.2 4.1 tF (s) 3.5 3.3 7{Z7 2.2 • vJ grNEEZZMTE.FME-4 e: cM capacity (vellin) 774 1020 1549 • • Volume Left 20 0 36 • %,.-A,..,.,41V-wpW,,,.-ramte,-t,;" , cSH 774 1020 1549 --7,,,INg; • : • 1, Queue Length (ft) 2 4 M1*.-alt5761: Lane LOS Wi77 •••*--" Approach LOS A A !::.atiz.3-0,WIE---cv:xwvslip-M07,3411:mtvAgov 1700 0 q-katives*,- .•••-g* : • '''°11:7t*:Efal.41`.."46V•grn..3e,E'S:..7JA•':,,,,:,',,,,,, 43, Average Delay faerdtn,apac 3 8 •:•'• • ri"'• "; ficridivi7-aa51 1 1770 Bayshore MUSP - Proposed PM Peak (2009) 1 1 1 1 1 1 11° HCM-Unsignalized intersection Capacity Analysis.. • 1: N Bayshore dr & NE 17 Teri - Lane Configurations r Sign:'Con -Yf -6 rade Peak Hour Factor Raifiti0044-7gfeTi4 Pedestrians Walking Speed (ft/s) Right turn flare (veh) tf6.7.daTINO.PW*V&I„.,:r Median storage veh) ift:F6,fa-fftrOfrnpbfaFeT-MFWV' vC , stage 1 conf vol tC, single (s) 7.1 6.5 4.1 4 04 -:M41,14ti-21"VgkitliMilAzvAtItt''Olatgr,VVATIV.kt=-4-f2247:- 6.5 6.2 W42-Talekg6TS:51141MAISSAM*tai4Mt A ,,,V,2!,-Y4TjTaCM tF (s) 3.5 - 4.0 2.2 4.0 3.3 5- cM capacity (vehth) 853 878 1623 360 1085 'ela.-47-4.44NBCPI4Aas,ro aftos?Fal-VaNaofFAU-asi,<skftzz+,,T,z:vAQ:=ird'y_-a5, Volume Total rafiblE' Volume - Volume Right Volume to Capac Control Delay (s) Approach Delay (s) 793 7 345 345 65 0 0 345 345 65 0.93 37.7 37.7 0.00 0.20 0.20 0.06 7.2 0.0 0.0 0.1 8.5 iAlogizk .63.5416-**4%-fara?4,-...'61,,,wisa,attVe8 Affl • ,eslagetv Intersection Capacity Utilization -,,,-.44,74,watm-i-t-A-- • 55.2% ICU Level of Service floridlvl7-aa51 1770 B yshore MUSP__ Proposed PM Peak (2009) 1 • 1 1 1 1 • • HUM Signalized intersection Capacity Ana€ysis 2: NE 17 Terr & Biscayne Bind --* Peak -hour factor, PHF 0.92 0.92 0.92 Lane Group Flow (vph Protected Phases PITA-i7e Actuated G yec Actuated WC Ratio Vehicle Extension (s) vas Ratio Pro vlc Ratio Progression Facto Delay (s) Approach Delay (s 0.17 0.17 3.0 0.30 0. 42.5 42.5 3.0 1.00 1.00 83.8 79.8 , 1.00 0.98 1.00 1.0 3.0 3.0 0.15 0.6 0.77 0.77 3.0 3.0 6.0 21.3 5.3 HCM Volume to Capacity ratio Intersection Capacity Utilization 0.74 83.8% ICU Level of Service floridlvi7-aa51 1 HUM Unsidnalized Intersecton CapacItyAnaiy-sls 1770 Bayshore MUS Proposed PM Peak (2009) 3: NE 18 St& Biscayne Blvd 1 1 1 1 Volume Le cSH { tt Lane Configurations • , , Grade D% Peak Hour Factor 092 67 Pedestrians Walking Speed (ftls) 7g•rcgtni3BqWeRrtAiRRVZtPn:iVFg*f,•Fit-'k,•-..r.''-- . . • . . _ _ 0% 0.92 0.92 Free 0% 123 110 982 0.92 0.92 0.92 Right turn flare (veh) Medn None Median storage veh) --a;toR vC1, stage 1 conf vol tC, single (s) 6.8 tF(s) ,,,,,,,,,4,,w,,,,,...1.-.4,,,,z.466,-z-,,:,-,,,A,,,,rs&,-:,-4-01;sa54,....t.i,a,,,y,zie6,,,,,,,.;:?,,:riztE.,,,,„ cM capacity (vehlh) 53 465 608 •---------x--;gk-v,5.n--,z-y.y._t:5f--.:::%w..--f.,-.f,..-<r.„F:,...;,--,,,z-,,.--..,.. ETF-4--.E.4-Ezlw.lx4004-ug.,,4y,,z.v..Nt,.._ giovev,....,,,nwp,,-..K.w.-:g...,.4wg.,--,-z-ww.,.., ,,,,v60,,,-.mr,-NK-o,a..10.,,..v..4.-Acirfp,.,:„,,,,,,,,,,,,,, , ,,,,,,,a,,,,rw.--R.,,H-7,4-z,:•.;..7,r, 4.1 6.9 r.ta.43a, 3.5 3.3 2.2 77:WcS-VIA.,1`;5,V.Pfet75..Y.77,,ire-ti.W941F71'W,-W,4,-.3rg § - 02.r. WrfalliTitg*Tett::,. gr..."PatiffinfiliMMOSSINVIW 67 0 0 120 0 SS 1700 0 53 465 1700 1700 608 170 Queue Length (ft) 150 49 ,..,.........,,,,,a,,,,,,,,.....4,,,,...--...,,,,z-,-•_v,,,,,.- ,..-&.-..---,.......,... _. Lane LOS F C 4-7 Approa, Approach LOS Average Delay 18 0 41T2Trt--..„7:-?ft • 0 -g-g;Zgt,,yrn-RtMitnfitiVlfWtirifgZielit:irZi_Ea'Wz,g...fz.A-Aahatzo-atxitggfijmt_r 10.7 LD tide: flondIvr-aa51 -------- HCM Signalized intersection Capacity Analysis 4: NE 19th St & Biscayne Blvd 1770 Bayshore MUSP Proposed PM Peak (2009) „fr Lane Configurations Total Lost time (s Frt Satd. Flaw (prat 414 -ser ; 9 0 4.0 0.96 3343 Satd. Flow (perm) 2012 41+ 4.0 0.91 -10 1.00 0.99 3212 1770 3495 2867 383 3495 '4\ 4.01900 1900 1900 1900 1900 4.0 -,, ' 095 1.00 1,00 1770 3523 '•-qi--t'i•qi•f0,-15;:•,3':':1',1-4 • 461 3523 ,'- - Peak -hour, factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 AiY,g443 „., Lane Group Flow (vph) 0 295 0 0 374 0 49 1052 0 159 1203 0 Protected Phases 4 8 2 6 Actuated Green, G (s) 18,9 ---merdiVery.Miree;PARSai„, Actuated g/C Ratio V7algir Vehicle Extension (s v/s Ratio Prot v/c Ratio OiiirMenr Progression Factor AVROP2MWMP W ' 0.16 0.16 3.0 3.0 , , - "- • AL'AltUVA:47X. 0.89 1.00 t. 0.79 1,00 ... Delay (s) 71.5 55.1 -TtE Approach Delay (s IOW • 71.5 • 5. • 18.9 88.1 88.1 88,1 88.1 0.77 0.77 0.77 0.77 3.0 3.0 3.0 0.30 0.17 0.39 0.37 0.56 2.4 2.9 !Me 2. 5.7 HCM Volume to Capacity ratio 0.53 7.err. 441 Intersection Capacity Utilization 71.6% • evei ICU Level of Service floridIv17-aa51 HCM Unsignalized interseptibn Capacity Analys;s 5: NE18 St & NE4 Ave -1770 Bayshore MUSP.... Proposed PM Peak (2009) 1 1 1 1 4\ Lane Configurations Grade Peak Hour Factor 146607ildigig':067 Pedestrians Walking Speed (fit's) Right turn flare (veh) 41+ 0% 0% 0.62 0.62 0.92 0..92 0.92 Tee , .92 0.92 0.92 0.92 13 a Median storage veh) vC1, stage 1 conf vol tC, single (s) =w-gyfiy,rY:- tF (s) 15-07400- rer GM capacity (veh/h) tura_:4 Volume Left Wilgiver%1 cSH ; - Queue Length (ft) • Lane LOS Approach LOS • _ 7.1 6.5 6.2 7.1 6.5 6.2 4.1 ‘41.- ,;',225:8187R Fres 0 6A 0.92 0.92 3.5 4.0 3.3 1 30 256 943 21 0 221 321 76 25 3.5 4.0 3.3 ...., 68 251 73 141 4.1 2.2 2.2 1452 1245 0.92 PC-ZO:-ttkt;~ilf*aIN-ar4VivzAMt 67 11,v4"7"7"%tag0.41'4..* 142 313 1452 1245 54 82 C F WItt74Vt _41145,-V,F4, 29 -" - A A • gz ItiC4 "7,1 4- 7"-Tr:.75:.14itt4:t5atitE-#.4geVNN417.4AiFgrfrrXirM4"4aCttVs*:aZrt,t'Kt.tVz.:5Z4M,zal.*-Avf' Average Delay 16.4 terse:esttoraapastw.,fiIfz7gtitotl-,,,—,4'':A.;4r:'a floridIv17-aa51 1 1 1 1 1 1 1 i HCM Unsignalized ihtersectihh Capacity Analysis 6: NE 18 St & N Bay Shore Dr Lane Configurations Sign Contrcll:.. Grade Peak Hour Factor w rt Pedestrians cptcT Walking Speed (ftls Right turn flare (veh vG Median sto stage tG, single (s) } 4\ 1 0.92 0.92 0.92 0.92 0.92 0.92 6.4 6.2 4.1 tF (s) 3.5 3 3 2.2 cM capacity (veh/h) 727 1009 1528 .n Volu cSH Queue Length Lane LOS Approach OS 21 0 49 0 �._. '..$ pT 727 1009 1528 1700 2 5 2 0 A 1770 Bayshore MUSP Proposed PM Peak (2009) Average Delay • floridlvf7-aa51 iza oYS igrTyy actrv.P✓5r,ury` 2 • 1 1 1. 1 1 1 EXHIBIT 17 - E. TWSC UN `GNALI7E^ INTERSECT&I METHODOLOGY input - Geometric data Hourly turning MOVP.MF,Rt voiUmes - Hey vehicle. percentages Pedestrian data - 1Jpstream signal:. data 1 - Compute flow rate - Identify conflicting traffic flow Compute gap times - Critical gap times - Follow-up tunes Compute potential capacity 1 L (ti:djust potential capacity and compute movement capacity ( - Impedance effects - Shared -lane operation - Effects of upstream signals - Two -stage gap acceptance process - Flared minor -street approaches ) Compute queue lengths Compute control delays Determine levels of service EXHIBIT 17-2, LEVEL -OF -SERVICE CRITERIA FOR TWSC iN T ERSECTIONS Level of Service A B C C E Average Control Delay (s/veh) 0-10 > 10-15 > 15-25 > 25-35 > 35-50 > 50 Chapter 17 - Unsignailzed Inter se ct#ons Methodology - TWSC Intersect#ons 1 1 37-2 M sigd ized H ersection Capacity Analysis 8: NE 18St&DfW 1770 B.ysh©re MUSP Proposed PM Peak (2009) w 1 1 Lane Configur Grade \7olu ifeV6' Peak Hour Factor ourt flaw-rat� ve Pedestrians' Walking Speed �'i-ce�310 Right turn flare Median storage veh vC C, single (s) iagegt tF (s) c z 0.92 .,_....092 0.92 0.92 0 92 2 0.92 Volume Total Volume Right Volume to Capacity Control Delay (s) Approac Delay (s) 1414 3.5 3,3 710 96 52 110 75 103 67 02 0.06 0.09 :.5 0.0 10.4 trz 104 rt e • floridlv17-aa51 1 • Trafjc ipact S 1 • 1 1 1 • APPENDIX 1: Review Comments & Responses (City of Miami & FDOT) 1 1 • ikg ■ 'r RICHARD GARCIA & ASSOCIATES, INC. Appendix f d v, aysta ore 11r !il USl' Traffic Irimact_Study • • • • • • APPENDIX J: Sufficiency Leiter .e -- RICHARD GARCIA & ASSOCIATES, INC. Appendix • 05/31 0 12:16 FAX URS 002/002 May 31, 2006 Ms. Lilia I. Medina, AlCP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 21d Avenue (101h Floor) Miami, Florida 33130 Re: 1770 North Bayshore Drive Sufficiency Letter — WO. # 158 ViaFaxand US Mail Dear Ms. Medina: Subsequent to our April 26, 2006 review comments for the subject project we have received a response letter on May 17, 2006 prepared by Richard Garcia and Associates (RGA). We have also received a revised site plan dated May 30, 2006 showing the turning radius of the delivery trucks. Photocopy of the response letter and the revised site plan are attached herewtth. At this time, we conclude that the traffic impact report along with the subsequent submittal meets all the traffic requirements and the study is found to be sufficient. Should you have any questions, please call Quazi Masood or me at 954.739.1881. Sincerely, UR on Southern Raj Shanrnu E. Se icy Traffic ngineer Attachment Cc;' Mr. Kevin Watford, Planneril, City of Miami Planning (Fax - 305.416.,1443) Mr. Manny A. Vega, Engineer 1, City of Miami Zontn9 (Fax - 305_416_2153) Mr. Richard Garcia, P.E., RCA Inc. (Fax - 305.675.6474) LAS Corporation Lakeshore Qomplex 5100 NW 33rrl Avenue, Suite 150 Fort Lauderdale. FL 33$09-6375 Tel: 954.759,1881 Fax: 954.719.178g