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Submittal-Traffic Impact Study
7/10/2007 2660 Brickell MUSP Traffic Impact Study 'EMITTED INTO THE PUBLIC RECORD FOR 71EM ON i-a.v-og. RICHARD GARCIA & ASSOCIATES, INC. y»Jt6Z 1/0 ("1 1" ' ENGINEER'S CERTIFICATION 1, Richard Garcia, P.E. # 54886, certify that I 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 61 G15-18.001 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: PROJECT LOCATION: SUBMITTED INTO THE PUBLIC RECORD FOR 1TEMpz1 2660 Brickell MUSP- Traffic Impact Study 2660 Brickell Avenue Miami, Florida Florida Registration No, 54886 266o Brickell MUSP Date 1• 2660 Bricked MUSP Table of Contents Executive Summary 4 Introduction 6 Project Description / Location 7 Existing Condition 9 Data Collection 9 Traffic Counts 9 Geometry 11 Signalization 13 LOS (Level of Service) 14 Intersection Analysis 14 Arterial Analysis 14 Project Traffic i5 Trip Generation 15 Trip Distribution 16 Traffic Assignment 16 Site Traffic 17 Proposed Conditions (2oio) i8 Background Growth 18 Planned Roadway Improvements 19 Intersection Level of Service Analysis 19 Transportation Control Measures Plan (TCMP) 21 Corridor Level of Service Analysis 21 Conclusion 23 Submitted Into the public" 2 • recordin connection with 2660 Brickell MUSP item z-- 13 on�l o� Pnsalla A. Thompson City Clerk List of Figures Figure 1: Location Map 7 Figure 2: Site Plan 8 Figure 3: Existing PM Peak Hour TMC's (2007) 10 Figure 4: Existing Lane Geometry 12 Figure 5: PM Peak Site Traffic 17 Figure 6: Growth Trend Chart 18 Figure 7: Proposed PM Peak Hour (2010) 19 Figure 8: Driveway Volume 20 List of Tables Table 1: Intersection Level of Service Summary 4 Table 2: PM Person Trip Corridor Analysis Summary 5 Table 3: PM Peak Hour Volume 10 Table 4: PM Existing Level of Service 14 Table 5: PM Existing Level of Service 14 Table 6: PM Trip Generation Summary 15 Table 7: Cardinal Distribution 16 Table 8: PM Peak Hour Traffic Distribution 16 Table 9: PM Proposed Level of Service 20 Table 10: PM Person Trip Corridor Analysis Summary 22 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 Submitted Into the public record in connection with Item P21'3 on O/- 2'/- O43 Priscilla A. Thompson City Clerk 3• 266o Brickell MUSP Executive Summary The subject project is located at 2660 Brickell Avenue in the City of Miami, Florida. The subject re -development is comprised of Hotel with 200 Rooms, 5,000 square feet of Quality Restaurant and 10,000 square feet of Seminar Rooms. The site is currently occupied with 19,180 square feet of General Office Space. The Trip Generation calculations of this project revealed there will be 50 net vehicles per hour (vph) entering and 32 vph exiting during the PM peak hour. The subject project is located in TAZ 578 and has had the traffic assigned to the surrounding roadway using the MUATS Cardinal Distribution. Intersection traffic counts were collected, averaged and adjusted for peak seasonal conditions and used in the existing intersection analysis. This analysis was performed using the Synchro/SimTraffic traffic model to determine the existing and proposed Level of Service conditions. The intersection analysis revealed the following results: Table 1: Intersection Level of Service Summary Intersection Existing (2007) Proposed (2010) Delay LOS Delay r LOS Brickell Avenue(US1) & SE 26th Road 27.3 C 18.4 B South Miami Avenue & South Dixie HWY 27.4 C 30.7 C South Miami Avenue & SE 26th Road 35.5 D 51.0 D Brickell Avenue /US 1 & Driveway 0.1 A South Miami Avenue & Driveway 0.1 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 with the Person -Trip methodology. A corridor analysis was performed that follows the City of Miami's Person Trip Methodology 266o Brickell MUSP Submitted Into the pubNg. reco in connection with item VZ 1 on 01- Priscilla A. Thompson City Clerk The results of the corridor analysis reveal that all levels of service thresholds will be above a LOS C for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined. Tables 2 summarizes the results while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing condition, the future year (Le. 2010) background condition, the background and committed condition and finally, the proposed condition containing the cumulative effects. As such, sufficient Transportation Corridor capacity exists to support this redevelopment. Table 2: PM Person Trip Corridor Analysis Summary ROADWAY MODE ROADWAY DIR MIAMI ADOPTED LOS CORRIDOR TYPE ROADWAY VEHICULAR CAPACITY PERSON- TRIP CAPACITY 1.6 PPV ROADWAY VEHICULAR VOLUME PERSON- TRIP VOLUME a 1.4 PPV EXCESS PERSON TRIP CAPACITY ROADWAY PERSON TRIP FROM TO w+. _. r WC LOS INZEMINNINNIIIMINNIIIIMIIIECIMIIIIMMIREZERGEIINEECIIIIMISMINIIIIIIMININIEE11111METIMIIIMIIIIIICIIIIII IIIIIMI INEZMINIIIREGINIEBINIANIIIIIEWIREMI laggiaraiiIMONIMEMBEEMIE 11111110111111121111111111 1800 2880� �0 1800 2880 MOM us-1 • SW 27 AVE SE 15 ST M-������� Illeali..111.111Fing011 1800 2880 11.11EMMERMMEMERMIIIIMEM C I. SW 26 RD ��ll© NM����-_-- '�" 1800 2880 969 PRIBMINIIIIIMIIIIIIMENIMINEM111111111111EMMIMINIEFECIIIIIIIMIRMINISINAMINEMININEINI1110101111111111MI INNI INEEIZEIMIIIECIIIIIIIMIIIIIICIENI Eixonismagoainpromme IIIIIIMMIIMIIIEZZELEMIIMIIIIMMIIIIIIIIII RZEREIIIMIIMIIIIIIMMIIIMMEIRIIIEIIIIIIIIIIIIIIIIEIEECIEMNIIIMEITCNINIIIIIFIEEIIIIIIIIIEUIIIIIIIIEIIIIEIWEMIIIIIIIIIXIIIIIIIIIIEIIII 1800 2880 INEEMMERMINIECIIMErai. ® 980 IIIIIMMIIIA C ._..1800 2880 EMENZINIIIIMMINNIIIMEN11111131111011111111111WEIMI SE 15 ST SW 27 AVE SB inEismumm 1800 1800 2880 IIMBEININEM1111111M11111111M11111111131101 696 975 1905 0.34 C 2880 record in connection with item P'2 /J on O/-2V-os• Priscilla A. Thompson City Clerk 5 • 266o Brickell MUSP Introduction The purpose of this study is to evaluate the associated traffic impacts with the proposed redevelopment of the site located at the northwest corner of Brickell Avenue (SR 5/US 1) and SE 26th Road 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 intersections at Brickell Avenue (SR 5/US 1)/SE 26th Road, South Miami Avenue/South Dixie Highway, South Miami Avenue/SE 26th Road and Site Driveways. These intersections were the most affected by this project and were discussed with the City of Miami's Traffic Consultant during the project's scoping phase. This analysis was performed for the existing and proposed conditions during the PM Peak Hour. 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) Trip Generation, and Traffic Impact Studies Manual. Lastly, this report has evaluated the following: • Trip Generation • Traffic Distribution • Traffic Assignment • Traffic Counts • Existing Level of Service • Proposed Level of Service • Recommendations Submitted Into the public in connection with Item Z I on 0/- Z41-O Priscilla A. Thompson ""601%City Clerk 2660 Brickell MUSP 6 • Project Description / Location The subject project is located at the northwest corner of Brickell Avenue (SR 5/US 1) and SE 26th Road in the City of Miami. The following land use, as identified by the Institute of Transportation Engineers (ITE), most closely resembles the proposed redevelopment. These land uses are as follows: • Land Use 310: Hotel with 200 Rooms • Land Use 931: Quality Restaurant with 5,000 Square Feet (SF) • Land Use (1): Seminar Rooms with 10,000 SF Figure 1 depicts the site's location map, while Figure 2 is the proposed site plan. Figure 1: Location Map Image g,2007Sanborn" 266o Brickell MUSP Submitted Into the putiiW' recur, in connection with item `!Z /3 on 41-Z'f -dg Priscilla A. Thompson City Clerk Figure 2: Site Plan iltdintNtsd Into the public" in connection with item .Z/. on `c2 Priscilla A. Thompson 8 • City Clerk 266o Brickell MUSP Existing Condition The Existing conditions analysis identifies current operational and geometric characteristics of the roadways within the study area. The purpose of this section is to provide a basis of comparison to future conditions. The proposed Hotel, Restaurant and Seminar Rooms redevelopment was visited and inventoried. At the time information was collected regarding site conditions, adjacent land uses, existing traffic operations, and transportation facilities in the study area. Data Collcction Manual Turning Movement Counts (TMC) were taken at the nearby intersections identified below. These counts were done during the PM peak hour of 4:00 PM to 6:00 PM. The Turning Moving Counts (TMC's) collected were adjusted for peak seasonal variations by utilizing the Florida Department of Transportation Peak Season Correctional Factor. These calculations are included in Appendix D as Table: T-4. Moreover, these intersections would be the most impacted due to their close proximity to the subject location. Traffic Counts and operational characteristics were gathered at the following three intersections: • Brickell Avenue (SR 5/US 1) & SE 26th Road • South Miami Avenue & South Dixie Highway • South Miami Avenue & SW 26th Road Traffic Counts For the purposes of the corridor analysis, 48-hour Automatic Traffic Recorders were taken on Wednesday May 16th and Thursday May 17th, 2007. These counts were averaged, adjusted for peak seasonal conditions by utilizing the Florida Department of Transportation Peak Seasonal Correction Factor (PSCF) and Axle Correction Factors (ACF) of 1.05 and 0.99, respectively. Tables 3 depict the result of the seasonally adjusted existing PM Peak hour traffic volume. These calculations are included in the tab labeled TMC's/ ATR in the appendix D. ltWillid Into the public reoord..in connection with item K2/3 on 0/-zy-ork A. Thompson City Clerk 9 • 2660 Brickell MUSP Table 3: PM Peak Hour Volume ROADWAY DIR PM Peak Hour AVERAGE _-...... .—, PM PEAK HOUR VOLUME _ NAME , o ("cRq�'��1�(,�r;�I��d- � �5-��,t:fe�--„_ ��.�r-_• - - 1 AT ,•ti Y+ a ' i.x�4i �fa,o _ Wednesda Thursda -. ,_...- 2 8 9 10 11 12 SW 26 RD Between US-1 & Miami Avenue EB 209 280 245 254 WB 995 965 980 1,019 LINK 1204 1245 1225 1,273 US-1 North of SE 26 Road NB 1031 1040 1036 1,076 SB 616 646 631 656 LINK 1647 1686 1667 1,732 Manual Turning 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 3 is a graphical representation of the existing PM TMC's that has been seasonally adjusted for peak annual conditions. Figure 3: Existing PM Peak Hour TMC's (2007) lrnag, 0 2007 Sanborn 266o Brickell MUSP gt Muted Into the public' " record in oonnettion with Item V213 on 01--2y- O Priscilla A. Thompson City Clerk Geometry • Brickell Avenue/ US 1 / SR 5/South Dixie Highway Brickell Avenue/ US 1/SR 5/South Dixie Highway is a four lanes divided state road. It provides connectivity in the north -south direction and has an auxiliary left turning lane at South Miami Avenue and SE 26th Road. On -street parking is not allowed. • SW/SE 26th Road SW/SE is a four lane divided non -state road. It provides connectivity in the east -west direction and has an auxiliary left turtling lane al South Miami Avenue Brickell Avenue. On -street parking is not allowed. • South Miami Avenue South Miami Avenue is a four lane undivided non -state road. It provides connectivity in the north -south direction and has an auxiliary left turning lane at SW 26th Road and South Dixie Highway. On -street parking is not allowed. Existing Lane Geometry The existing approach lanes are depicted in Figure 4 below. This figure also depicts the Synchro Model used to perform the intersection analyses. This model was created using an aerial photograph of the subject site and surrounding area. As such, it is a geometrically accurate depiction of the existing conditions. Submitted Into the public recordln connection with item Z 73 on al-251-09 Priscilla A. Thompson -- City Clerk 266o Brickell MUSP 11 • Figure 4: Existing Lane Geometry SUBMITTED INTO THE PUBLIC RECORD FOR ITEM z ON29. 266o Brickell MUSP 12• Signalization Brickell Avenue/SR 5/ US-1/ South Dixie Highway & SE 26th Road The existing signal timing was obtained from Miami -Dade County Signals and Signs Division. The existing PM Peak hour condition has a 100 second cycle length. The PM Peak hour Signal Operating Plan (SOP) consists of a four -phase operation. The first phase provides southwest left turn movement. This phase has 14 seconds of green indication followed by 3 seconds of yellow and no all red. The second phase is the northeast -southwest through movement. This phase has 34 seconds of green indication followed by 4 seconds of yellow and 2 second of all red. The third phase is the southeast left turn movement. This phase has 17 seconds of green indication followed by 3 seconds of yellow and no all red. The fourth phase is the northwest -southeast through movement. This phase has 18 seconds of green indication followed by 4 seconds of yellow and 1 second of all red. This is further documented in the Timing/Factors tab as Asset ID 2267. Brickell Avenue/ US-1/ South Dixie Highway/SR-5 & South Miami Avenue The existing signal timing was obtained from Miami -Dade County Signals and Signs Division. The existing PM Peak hour condition has a 100 second cycle length. The PM Peak hour Signal Operating Plan (SOP) consists of a four -phase operation. The first phase provides eastbound left turn movement. This phase has 16 seconds of green indication followed by 3 seconds of yellow and no all red. The second phase is the east -west through movement. This phase has 28 seconds of green indication followed by 4 seconds of yellow and 2 second of all red. The third phase is the east left turn movement. This phase has 5 seconds of green indication followed by 3 seconds of yellow and no all red. The fourth phase is the northeast -southwest through movement. This phase has 33 seconds of green indication followed by 4 seconds of yellow and 2 second of all red. This is further documented in the Timing/Factors tab as Asset ID 2178. South Miami Avenue & SW/SE 26th Road The existing signal timing was obtained from Miami -Dade County Signals and Signs Division. The existing PM Peak hour condition has a 100 second cycle length. The PM Peak hour Signal Operating Plan (SOP) consists of a four -phase operation. The first phase provides northeast - southwest left turn movement. This phase has 14 seconds of green indication followed by 3 seconds of yellow and no all red. The second phase is the northeast -southwest through movement. This phase has 25 seconds of green indication followed by 4 seconds of yellow and 1 second of all red. The third phase is the northwest -southeast left turnmovement. This phase has 10 seconds of green indication followed by 3 seconds of yellow and no all red. The fourth phase is the northwest -southeast through movement. This phase has 35 seconds of green indication followed by 4 seconds of yellow and 1 second of all red. This is further documented in the Timing/Factors tab as Asset ID 2268. Submitted into the public reco in connection with items / on 0/-Z4-OS3- Ptiadifa A. Thompson City Clerk 2660 Brickell MUSP �3 • LOS (Level of Service) Intersection Analysis Using the above TMC data an intersection Level of Service (LOS) analyses were performed for the peak seasonal existing condition and proposed with site traffic at the three intersections previously described using the Synchro/SimTraffic software. The analyses were performed using the 2000 Highway Capacity Manual methodology for the PM peak condition. Table 4 provides a summary of the results while Appendix E provides the program output. Utilizing the above data the following existing LOS (Level of Service) was determined. Table 4: PM Existing Level of Service intersection Brickell Avenue(US1) & SE 26th Road South Miami Avenue & South Dixie HWY South Miami Avenue & SE 26th Road Existing (2007 Delay 27.3 27.4 35.5 LOS Arterial Analysis The existing condition arterial analysis was similarly performed for the PM peak hour. The results of the analysis are included in Appendix E and reveal the existing LOS of the adjacent roadway is at LOS C. Table 5: PM Existing Level of Service ROADWAY MODE ROADWAY DIR MIAMI ADOPTED LOS CORRIDOR TYPE ROADWAY VEHICULAR CAPACITY PERSON- TRIP CAPACITY -a 1.6 PPV ROADWAY VEHICULAR VOLUME PERSON- TRIP VOLUME • 1.4 PPV EXCESS PERSON TRIP CAPACITY ROADWAYTRIP FROM TO SW 26 RD VIC LOS SW 3 AVE US 1 EB E 2 LD-COUNTY 1720 2752 254 356 2396 0.13 B US 1 SW 3 AVE W8 E 2 LD-COUNTY 1720 2752 1019 1426 1326 0.52 C US-1 SW 27 AVE SE 15 ST NB E 2 LD-SR 1800 2860 1076 1507 1373 0.52 C SE 15 ST SW 27 AVE SB E 2 LD-SR 1800 2880 656 918 1962 0.32 C Submitted Into the public record in connection with Item 12Z/3 on 07-zy".- oq Priecda A. Thompson 4"4"61111%City Clerk 266o Brickell MUSP 14• Project Traffic The subject project is located at the northwest comer of Brickell Avenue (USI) and SE 26th Road in the City of Miami. Trip Generation The trip generation characteristics for the subject project were obtained from ITE's Trip Generation Manual, 7th Ed. ITE's Land Use (LU) 310: Hotel, LU 931: Quality Restaurant and LU (1): Seminar Rooms were used to determine the trip generation rates for the proposed redevelopment. The Trip Generation calculations results of the proposed redevelopment are summarized below. The ITE rates and percentages for the PM Peak Hour Trips are included in corresponding tab. Table 6 below summarizes the greatest traffic impact associated with the subject redevelopment, which occurs during the PM peak hour. Lastly, the trip generation was converted to net vehicle trip by utilizing the City's Person Trip Methodology. This methodology uses 16% vehicle occupancy, a 14.1% transit reduction factor and a 15.0 % pedestrian/ bicycle reduction. These factors are consistent with the values used in the City's DRI — Increment II for the Brickell Area. Table 6: PM Trip Generation Summary Land Use (LU) Units ITE LU CODE ITE TRIP GENERATION RATE IN OUT TOTAL Trips Trips TRIPS Existing General Office 19.180 T.G.S.F 710 1.49 5 24 29 Proposed Hotel 200 Rooms 310 0.59 62 56 118 QualityRestaurant 5.000 T.G.S.F 931 7.49 25 12 37 Seminar Rooms 10.000 T.G.S.F (1) 4.00 20 20 40 Site Trip Generation 102 65 195 Project Internalization @ 10.0% Of Site Trips 10 6 17 _ Gross Vehicle Trips 92 58 150 Vehicle Occupancy Adjustment @ 16.0% Of Gross Trips 15 9 24 Transit Trip Reduction @ 14.1% Of Gross Trips 13 8 21 Pedestrian/Bicycle Trip Reduction © 15.0% Of Gross Trips 14 9 23 Net Vehicle Trips 50 32 82 NOTES: Trip Generation from ITE 71h ED. Adjustmerd fedora taken from Downtown Miami DRI Increment II for Brickell Area. (1) Obtained from hest avaliable source; San Diego Municipal Gode"Lard Development Code -Trip Generation Manual." 266o Brickell MUSP �5 . Trip Distribution The Traffic Analysis Zone (TAZ) for the subject development is TAZ 578 as assigned by the Metropolitan Planning Organization'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 7. The corresponding tab includes a TAZ Map and the corresponding Directional Distribution Summary for this zone utilizing the 2005 Cost Affordable Plan. Table 7: Cardinal Distribution DIRECTION DISTRIBUTION 25.05 8.35 1.23 2.00 2.77 23.91 16.42 20.28 100.00 Traffic Assignment The peak hour trips from Tables 6 has been distributed and assigned to the existing adjacent roads. As evident from trip generation calculations, the peak hour represents the worse case. Table 8 was developed to depict the PM Peak Hour Assignments. Table 8: PM Peak Hour Traffic Distribution DIRECTION IN OUT Total 13 8 4 3 1 . 0 1 1 1 1 12 8 8 5 10 6 21 7 1 2 2 20 13 16 50 32 82 266o Brickell MUSP Submitted Into the public NCO in nnection with �on ____ -- o(3 IIVPriscilla A. Thompson -'r''*Ilmirkeity Clerk 16 • Site Traffic The peak hour trips from Table 8 have been assigned to the adjacent intersections. Figure 5 depict the site traffic assignments to the surrounding intersections, respectively. Figure 5: PM Peak Site Traffic SUBMITTED INTO THE PUBLIC RECORD FOR ITEM z 13 ONo/2-c. 266o Brickell MUSP 17. Proposed Conditions (2010) The proposed conditions were performed with site traffic. The existing traffic was grown with a background growth rate of 1.82 percent per year. This growth rate was obtained utilizing historical traffic counts data from the Florida Department of Transportation. Lastly, this growth rate was compounded over a three (3) year period having a build -out year of 2010. Background Growth Using the historical traffic counts data from the Florida Department of Transportation's Count Station 5039 a regression analysis was performed for the last ten (10) years of available data. The results indicate a growth trend rate of 1.82 percent from 2007 to the design year of 2010. As such, this growth rate was applied to the existing traffic counts to address background growth in the area. Figure 6 depicts the data graphically with its corresponding trend line. The count station data and analyses are included in Appendix C. 50000 45000 — 40000 — ca id 35000 — m m 300001- (.) E 25000 co I— . ' 20000 & 15000 ca Q 10000 5000 0 ® Observed Count --Fitted CuRe —Log. (Fitted CuRe) ** Annual Trend Increase: 564 Trend R-squared: 62.50% Trend Annual Historic Growth Rate: 2.23% Trend Growth Rate (2005 to Design Year): 1.82% Printed: 24-May-07 Straight Line Growth Option 11111111111 1995 2000 2005 2010 2015 2020 2025 2030 2035 Year Figure 6: Growth Trend Chart uubrnitted Into the public- recorg in connection with 18 266o Brickell MUSP Item ig ( on 01-2' f - Priscilla A. Thompson City Clerk Planned Roadway Improvements The 2007 Transportation Improvement Program (TIP) was reviewed for possible roadway improvements near the subject project. The Capacity, Safety and Other Improvements Map in addition to the Reconstruction, Rehabilitation and Resurfacing (RRR) Improvements Map were evaluated for improvements within a three year horizon. There are three projects listed for the analyzed roadways. The first is the Financial Management (FM) 4124731 as a resurfacing project on SR 5/Brickell Avenue slated for 2008-2009. The second is the FM 2516623 as a rigid pavement reconstruction project on SR 9A/I-95 slated for 2007. The third one is the FM 4106799 as a landscaping project on SR 9A/I-95 slated for 2008-2009. Since these are landscaping and resurfacing projects, the proposed conditions were based on the existing roadway geometry. The supporting documentation for this information is included in Appendix C that is labeled as Signal Timing tab. Intersection Level of Service Analysis The three (3) intersections were augmented with the background growth, site traffic, from figure 5, and committed developments. This forms the basis for the proposed future condition. The calculations for the specific movements for each intersection are contained in Appendix E as Table 4. Figure 7 contains PM peak hour proposed condition with project traffic, while table 9 provides the project output. Figure 7: Proposed PM Peak Hour (2010) 266o Brickell MUSP Submitted Into the public nectIon with item Z � jn on of- 2 - OV Priscilla A. Thompson City Clerk 19 . Table 9: PM Proposed Level of Service r9K-a',8:07 r ;,fv_!r= i- sF'':s_Pt!!af�lrah, Proposed (2010) Intersection Delay LOS Brickell Avenue(US1) & SE 26th Road 18.4 B South Miami Avenue & South Dixie HWY 30.7 C South Miami Avenue & SE 26th Road 51.0 D Brickell Avenue /US 1 & Driveway 0.1 A South Miami Avenue & Driveway 0.1 A From the information included in Figure 7 above we performed a driveway capacity analysis for the site driveway. The driveway volumes were determined by the trip distribution analysis according to the ingress and egress calculations from the trip generation. Figure 8 depicts the driveway volumes. Lastly, the LOS analysis for the driveways resulted in an average delay of 0.1 seconds on South Miami Avenue/ Driveway and Brickell Avenue/Driveway (LOS A). Again, the intersection analysis tab in the appendix H contains the results of this analysis. Figure 8: Driveway Volume �t 12 7' <1095 g�yc4;e4S A i US-'! 139O—) 266o Brickell MUSP Submitted Into the public in connection with item on 01-21}- 0� Priscilla A. Thompson -'"'"wamoik City Clerk 20 • Transportation Control Measures Plan (TCMP) The developer recognizes the need to minimize the single -occupant Auto -Trip Based mode of transportation. As such, every effort will be made to promote the use of various modes available to this site. Such strategies as carpooling, ridesharing, and bicycle racks will be considered in keeping with the City's effort to alleviate traffic congestion. Additionally, information will be provided to residents and patrons of the transit system. Lastly, amenities will be designed that encourage all modes of transportation and minimizes traffic congestion levels. 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 II 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 a LOS C for the PM peak. Therefore, since sufficient roadway capacity exists within this project, the person -trip transit mode analysis was not determined. Table 10 summarizes the results while the Person Trip tab contains the spreadsheet utilized to compute the seasonally adjusted existing condition, the future year (i.e. 2010) background condition, the background and committed condition and finally, the proposed condition containing the cumulative effects. Lastly, the Arterial LOS is provided in the Person Trip tab of the Appendix. SUBMITTED INTO THE PUBLIC RECORD FOR ITEM12 i ONoi-Z4-a9, 21• 266o Brickell MUSP Table 10: PM Person Trip Corridor Analysis Summary ROADWAY MODE ROADWAY DIR :- ..t.. MIAMI ADOPTED LOS ''..IMIIIMMEMEMEMINE CORRIDOR TYPE ROADWAY VEHICULAR CAPACITY PERSON- TRIP CAPACITY Ci 1.6 PPV ROADWAY VEHICULAR VOLUME PERSON- TRIP VOLUME • 1.4 PPV EXCESS PERSON TRIP CAPACITY ROADWAY PERSON TRIP FROM TO 1: ,110„emu®rxTierr [t 2:11t V/C LOS INIMINIMINIIIMEIMININIIMINIIMINIIM SW 27 AVE SE 15 ST IIIEMNIIMIMITEMIN 1800 2880 I�i f' .J SE 15 ST SW 27 AVE V'� rf,--Y 3:,;1 .PZloL9253 f>1Tt MEMIIIIIINIENIMIN 1800 2880 MEM 1.101111.1M101.013.1 . . c IMEIMMINNIMINIIIIMIIIIIIMEENINCOMMINMEIESERMEIMEEKIMIIMEMEMIIMEZINIIIIMINIMEEINIIIKIMMINIEENIII IIIIMMIMIMIMEEIZIIIIIIMIMIMIMIIUMII ��----- SW 27 AVE SE 15 ST liCallligilliiiiMaii 1800 288011M111111111111:11111111111111111Cill 969 IIMEEIMINIDEINI SE 15 ST SW 27 AVE i pw ?:, ) RL _ a-L i Tom? ®rj.1, v1 NEINIMINEMIEMEMI -- m :. ... . . ,.,:_ 1800 - ., 2880 MECEMEI IMIIMIIIIIMEUEECMNIIIMIIIMIIIIIII EITATEMIIMINIMIIIMMINIMERSIIIIIMIIIIIIIMIEIM •� ��� NINEINI MIIIIIIIIIIKEEIMMIIMMIIIIIIIIMIIOI EMBILISINIMINEIRIMIIIIIIIIMIERM 150000 80 ®®� �•' )ram IMERIMINIMMINIMINIMMEITAI®©' 1 ;l�A*K 56.{a� F'� i.i_.. m+X..t-. f .., S , -rwi. Ev . 6. .. • _ ....... .. .. .... 18 2880 ® 969 1i . f BEIRMIlliZE• ®' IIMMMIMMIIIIDEIEIMIIMIMIMIMIMIIIMIMI © • • ®11111002:1M® I C 2 LD-SR 1800 2880 INIEREMINIMITIMI®IIIMMII0 696 975 1905 0.34 C SE 15 ST SW 27 AvEmemE 2 LD-SR 1800 2880 SUBMITTED INTO THE PUBLIC RECORD FOR ITEM vz i3 ONoi-zq.. 22 • 266o Brickell MUSP Conclusion The results of the analysis contained in this report finds that the levels of service thresholds are maintained within the LOS standard of E for the Person -Trip methodology for the roadway segment. Additionally, all the intersections analyzed have acceptable Level of Service. The results indicated the intersections analyzed will have an LOS C or better condition. As such, sufficient roadway person -trip capacity exists to support this redevelopment. SUBMITTEL) N1O THE PUBLIC RECORD FOR 1TEMz ON of z4-os �3 • 266o Brickell MUSP Appendix A: Trip Generation SUBMITTED INTO THE PUBLIC RECORD FOR ITEM rzi3 ON otzvoa 24 . 266o Brickell MUSP Land Use (LU) Existing General Office Proposed Hotel Quality Restaurant Seminar Rooms Site Trip Generation Project Internalization @ Gross Vehicle Trips Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Table: T-1 2660 Brickell MUSP Project Trip Generation Analysis 19.180 T.G.S.F 200 Rooms 5.000 T.G.S.F 10,000 T.G.S.F ITE LU CODE 310 931 (1) ITE TRIP GENERATION RATE 10.0% Of Site Trips 16.0% Of Gross Trips 14.1 % Of Gross Trips Pedestrian/Bic cle Tri. Reduction c 15.0% Of Gross Tries Net Vehicle Trips Net Person Trips in Vehicles @ Net Person Trips in Transit 9 Net Person Tri s Vehicle and Transit Modes Net Person Trips (Walking/Bicycling) @ 0.59 7.49 4.00 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 53% 67% 50% 61% 61% 61% 61% 61% NOTES: Trip Generation from ITE 7th ED. Adjustment factors taken from Downtown Miami DRI Increment II for Brickell Area. (1) Obtained from best available source; San Diego Municipal Code "Land Development Code -Trip Generation Manual." '1�?ls�iE:lr�l ��tl�K�xt11�2^il��' 10 92 15 13 50 47% 33% 50% 33% 39% 39% 39% 39% TOTAL Trips TRIPS 6 58 8 118 37 40 17 150 24 21 115 30 144 07-046 2660 Brcikell MUSP Summary of Trip Generation Calculation For 200 Rooms of Hotel June 26, 2007 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 8.17 3.38 1.00 1634 7-9 AM Peak Hour Enter 0.34 0.00 1.00 68 7-9 AM Peak Hour Exit 0.22 0.00 1.00 44 7-9 AM Peak Hour Total 0.56 0.78 1.00 112 4-6 PM Peak Hour Enter 0.31 0.00 1.00 62 4-6 PM Peak Hour Exit 0.28 0.00 1.00 56 4-6 PM Peak Hour Total 0.59 0.80 1.00 118 AM Pk Hr, Generator, Enter 0.29 0.00 1.00 58 AM Pk Hr, Generator, Exit 0.23 0.00 1.00 46 AM Pk Hr, Generator, Total 0.52 0.75 1.00 104 PM Pk Hr, Generator, Enter 0.35 0.00 1.00 70 PM Pk Hr, Generator, Exit 0.26 0.00 1.00 52 PM Pk Hr, Generator, Total 0.61 0.81 1.00 122 Saturday 2-Way Volume 8.19 3.13 1.00 1638 Saturday Peak Hour Enter 0.40 0.00 1.00 80 Saturday Peak Hour Exit 0.32 0.00 1.00 64 Saturday Peak Hour Total 0.72 0.87 1.00 144 Sunday 2-Way Volume 5.95 2.89 1.00 1190 Sunday Peak Hour Enter 0.26 0.00 1.00 52 Sunday Peak Hour Exit 0.30 0.00 1.00 60 Sunday Peak Hour Total 0.56 0.75 1.00 112 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS SUBMITTED INTO THE PUBLIC RECORD FOR ITEM 17zi3 ON of zv-ov 0'1-046 2660 Brickell MUSP Summary of Trip Generation Calculation For 5.000 Th.Gr.Sq.Ft. of Quality Restaurant June 26, 2007 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 89.95 36.81 1.00 450 7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.81 0.93 1.00 4 4-6 PM Peak Hour Enter 5.02 0.00 1.00 25 4-6 PM Peak Hour Exit 2.47 0.00 1.00 12 4-6 PM Peak Hour Total 7.49 4.89 1.00 37 AM Pk Hr, Generator, Enter 4.57 0.00 1.00 23 AM Pk Hr, Generator, Exit 1.00 0.00 1.00 5 AM Pk Hr, Generator, Total 5.57 3.79 1.00 28 PM Pk Hr, Generator, Enter 5.59 0.00 1.00 28 PM Pk Hr, Generator, Exit 3.43 0.00 1.00 17 PM Pk Hr, Generator, Total 9.02 4.55 1.00 45 Saturday 2-Way Volume 94.36 34.42 1.00 472 Saturday Peak Hour Enter 6.38 0.00 1.00 32 Saturday Peak Hour Exit 4.44 0.00 1.00 22 Saturday Peak Hour Total 10.82 4.38 1.00 54 Sunday 2-Way Volume 72.16 32.35 1.00 361 Sunday Peak Hour Enter 5.28 0.00 1.00 26 Sunday Peak Hour Exit 3.10 0.00 1.00 16 Sunday Peak Hour Total 8.38 3.88 1.00 42 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS SUBMITTED INTO THE PUBLIC RECORD FOR ITEM'zi ONoi.z-ox . to Printed on recycled paper San Diego Municipal Code Land Development Code Trip Generation Manual Revised May 2003 This information, document, or portions thereof, will be made available in alternative formats upon request. Submittt d Into the pubi c record in qonnection with item I : on Ol -Zit - 0g. P115(4118 A. Thompson TABLE 4 ADDITIONAL TRIP GENERATION RATE GUIDELINES May 2003 The following trip generation rates were determined by the Transportation Planning Section based on a limited amount of data. Although most of these rates are site specific, they may be used as a reference for a similar land use elsewhere, with prior approval. LAND USE TRIP GENERATION RATE Aircraft Hangar/Storage Asphalt Batch Plant Automated Teller Machine (Freestanding) Automobile Dismantling Facility Automobile Multiple Dealerships * Basketball Court Charitable Resale Store (Salvation Army) Courier Express Distribution Center (Federal Express) Factory Outlets Golf Driving Range Gravel Quarry Operation Handball Court Heavy Equipment Repair/Storage (Hawthorne) Multi Family Residential for Physically Disabled Quick Oil Change Recreation Building Recreational Vehicle Dealership Recreational Vehicle Park —Seminar Room/Study Hall/Office (Pt. Loma Nazarene College) Truck Parking Facility Truck Repair Service 6 trips/aircraft 100 trips/usable acre 260 trips/site 50 trips/acre 31 trips/1,000 sq. ft.; 217 trips/acre; 28 trips/1,000 sq. ft.; 200 trips/acre cumulative 200 trips/court 610 trips/weekday; 380 trips/Sunday 10 trips/1,000 sq. ft. 70 trips/1,000 sq. ft.; 700 trips/acre 600 trips/site 100 trips/usable acre 40 trips/court 1,069 trips/site 4.5 trips/dwelling unit 40 trips/1,000 sq. ft.; 36 trips/1,000 sq. ft. cumulative 45 trips/1,000 sq. ft. 200 trips/acre 2 x 1/(T.O.) x number of hookups x 0.85. —4-4 trips/1,000 sq. ft. 60 trips/acre; 30 trips/acre for Otay Mesa 140 trips/service repair site + 2.5 trips/ 1,000 sq. ft. of administrative office *Minimum of three automobile dealerships with access from the same street. Based on Federhart and Associates, February 1987. 9 Submitted intothepublic' recordin connection with item Z f 3 on Oil oo Priscilla A. Thompson City Clerk Appendix B: Trip Distribution SUBfVTTED INTO THE PUBLIC RECORD FOR ITEM f'Z,3 ONO/- z/- O �5 • 2660 Brickell MUSP Miami -Dade Transportation Plan (to the Year 2030) Directional Trip Distribution Report January 2005 Prepared by: SUbmilted hto the pc ` g Gannett Fleming record in connection with item Pz/Y on 0/-241- Priscilla A. Thompson City Clerk In association with: PACO Group Public Financial Management Media Relations Group • Traffic Analysis Zone (TAZ) N A Submitted Into the public - item 19 on 0 i -14-u? recorkirk connection with Priscilla A. Thompson City C.-- Miami -Dade Interim 2005 Cost Feasible Plan ORIGIN ZONE DIRECTIONAL DISTRIBUTION SUMMARY CARDINAL DIRECTIONS I TOTAL I NNE ENE ESE SSE SSW WSW WNW NNW 571 TRIPS 3562 1080 60 321 827 5762 4461 6672 22745 PERCENT 15.66 4.75 0.26 1.41 3.64 25.33 19.61 29.33 572 TRIPS 1220 313 163 116 272 1647 1236 1737 6704 PERCENT 18.20 4.67 2.43 1.73 4.06 24.57 18.44 25.91 573 TRIPS 402 151 118 22 83 466 322 443 2007 PERCENT 20.03 7.52 5.88 1.10 4.14 23.22 16.04 22.07 574 TRIPS 861 613 114 46 189 888 660 833 4204 PERCENT 20.48 14.58 2.71 1.09 4.50 21.12 15.70 19.81 575 TRIPS 578 487 145 43 186 577 552 674 3242 PERCENT 17.83 15.02 4.47 1.33 5.74 17.80 17.03 20.79 576 TRIPS 987 737 124 69 228 1166 766 905 4982 PERCENT 19.81 14.79 2.49 1.38 4.58 23.40 15.38 18.17 577 TRIPS 1644 659 84 32 347 1639 1059 1526 6990 PERCENT 23.52 9.43 1.20 0.46 4.96 23.45 15.15 21.83 578 TRIPS 552 184 27 44 61 527 362 447 2204 PERCENT 25.05 8.35 1.23 2.00 2.77 23.91 16.42 20.28 579 TRIPS PERCENT 23.11 7.20 0.62 0.56 3.55 23.48 18.81 22.68 860 268 23 21 132 874 700 844 3722 580 TRIPS 1515 364 29 43 307 2603 2056 3152 10069 PERCENT 15.05 3.62 0.29 0.43. 3.05 25.85 20.42 31.30 581 TRIPS 625 131 13 27 83 819 621 962 3281 PERCENT 19.05 3.99 0.40 0.82 2.53 24.96 18.93 29.32 582 TRIPS 143 20 1 3 6 150 90 146 559 PERCENT 25.58 3.58 0.18 0.54 1.07 26.83 16.10 26.12 583 TRIPS 420 54 4 8 33 327 257 351 1454 PERCENT 28.89 3.71 0.28 0.55 2.27 22.49 17.68 24.14 584 TRIPS 184 0 0 60 405 276 227 0 1152 PERCENT 15.97 0.00 0.00 5.21 35.16 23.96 19.70 0.00 585 TRIPS 84 11 0 41 157 114 161 30 598 PERCENT 14.05 1.84 0.00 6.86 26.25 19.06 26.92 5.02 Submitted Into the public �, in connection with - 39i1 n Y2/3 on o/- Z`/- 0 si05 Priscilla A. Thompson City Clerk Table: T-2 2660 Brickell MUSP Project Cardinal Distribution (TAZ 578) DIRECTION DISTRIBUTION % 25.05 8.35 1.23 2.00 2.77 23.91 16.42 20.28 100.00 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. IN OUT 13 8 4 3 1 0 1 1 1 1 12 8 8 5 10 6 50 32 Total 21 7 1 2 2 20 13 16 82 Traffic Assignment Percentage North 45.33 East 9.58 South 4.77 West 40.33 Total 100.00 SUBMITTED INTO THE PUBLIC RECORD FOR TEMj213 ONo/-9-ce Table: T-3 2660 Brickell MUSP Traffic Assignment 2660 Brickell MUSP Traffic Assignment Figure: A 23 14 13 __ 5 20 1 11 3 M Peak Site Traff' . a co E Appendix C: Signal Timing & Adjustment Factors :;Ubmi I I ED INTO THE PUBLIC RECORD FOR ITEMn ONo1-2t-c' . 26 • 266o Brickell MUSP Signal Timing T ti ry�o. Protect Site 2178 VD 2267 N a SUBMITTED INTO THE PUBLIC RECORD FOR ITEM VZI ON OIZLIO?. 07-046 2660 Brickell MUSP Brickell Avenue/US-1 & SE 26th Road PM Signal Timing Assed ID# 2267 TIMING DATA FOR 2267 US 1 & SE 26 RD (SEC: 33 TYPE: SA) PAT OF ACW F Y R BL Y BDW F G Y R CM Y S Y M CYC 2 M 6 18 20 4 2 5 3 7 14 24 4 1 5 3 110RICKENBACKER 3 M 6 18 20 4 2 6 3 7 14 18 4 1 10 3 110RICKENBACKER 4 T 8 16 20 4 2 5 3 7 14 6 4 1 5 3 90RICKENBACKER 5 T 8 15 20 4 2 5 3 7 14 2 4 1 10 3 90RICKENBACKER 6 T 5 7 20 4 2 0 0 7 14 7 4 1 6 3 2 75LATE NIGHT 0 7 T 65 12 20 4 2 6 3 7 14 3 4 1 6 3 85NITE 0/1 8 T 56 17 20 4 2 0 0 7 14 12 4 1 6 3 2 90AM PEAK 9 T 67 17 20 4 2 7 3 7 14 1 4 1 7 3 90AVERAGE 10 T 83 14 20 4 2 17 3 7 10 1 4 1 14 3 100PM PEAK 11 T 25 7 20 4 2 0 0 7 14 7 4 1 6 3 2 75LATE NIGHT 3 20 M 65 28 20 4 2 7 3 7 14 10 4 1 7 3 110I-95 BLOCKAG 24 T 5 12 20 4 2 6 3 7 14 3 4 1 6 3 7 85RECALL TEST MIN: 7 20 5 14 1 5 PHASE: 01 02 03 04 4 1f �/ r` \ G(w) 1 i- I 1 7 1 I-- G(f) G(g) _ — — 1 G(total) I 1 3 i`1 18 Y 3 4 3 4- a -- 2,-._ l SPLIT 1 l 10 Z 0 Z 3 SUEiJiT7c:D INTO THE PUBLIC RECORD FOR ITEM PZ 13 ON oi-24-og. 07-046 2660 Brickell MUSP S Dixie HWY/US-1 & S Miami Avenue PM Signal Timing Assed ID# 2178 TIMING DATA FOR 2178 US 1 & S MIAMI AVE (SEC: 33 TYPE: SA) PAT OF EWG G Y R EL Y ACG Y R WK Y S Y M CYC 2 M 71 38 1 4 2 6 3 23 4 2 24 3 8 110RICKENBACKER 3 M 1 36 1 4 2 8 3 40 4 2 7 3 8 110RICKENBACKER 4 T 71 27 1 4 2 5 3 15 4 2 24 3 8 90RICKENBACKER 5 T 1 27 1 4 2 8 3 31 4 2 5 3 8 90RICKENBACKER 6 T 29 32 1 4 2 0 0 21 4 2 6 3 2 75LATE NIGHT 0 7 T 29 30 1 4 2 5 3 26 4 2 5 3 85NITE 0/1 8 T 58 27 1 4 2 7 3 30 4 2 7 3 8 90AM PEAK 9 T 31 27 1 4 2 6 3 25 4 2 13 3 8 90AVERAGE 10 T 6 27 1 4 2 5 3 33 4 2 16 3 8 100PM PEAK 11 T 44 37 1 4 2 0 0 15 4 2 7 3 2 75LATE NIGHT 3 20 M 29 35 1 4 2 14 3 32 4 2 10 3 110I-95 BLOCKAG 24 T 29 29 1 4 2 5 3 15 4 2 5 3 7 73RECALL TEST MIN: 25 5 15 5 PHASE: 01 02 03 04 71 .-7- 1 ,___.), G(w) I D 21 ' 3 3 G(f) 1 G(g) — G(total) I 2 s 33 Y 3 'q 3 H R Z _ 2, SPLIT ` C\ ' 1 8 39 C L ; 100 s SUBivll C i tU INTO THE PUBLIC RECORD FOR ITEMvi3 ON . 07-046 2660 Brickell MUSP S Miami Avenue & SE 26th Road PM Signal Timing Assed ID# 2268 TIMING DATA FOR 2268 S MIAMI AVE & 26 RD (SEC: 33 TYPE: SA) PAT OF ACW F Y R BDL Y BDW F G Y R ACL Y S Y M CYC 2 M 0 7 18 4 1 23 3 7 15 18 4 1 6 3 110RICKENBACKER 3 M 77 10 18 4 1 7 3 7 15 30 4 1 7 3 110RICKENBACKER 4 T 0 7 18 4 1 18 3 7 15 4 4 1 5 3 90RICKENBACKER 5 T 77 7 18 4 1 7 3 7 15 13 4 1 7 3 90RICKENBACKER 6 T 1 12 18 4 1 5 3 7 5 7 4 1 5 3 75LATE NIGHT 0 7 T 54 12 18 4 1 5 3 7 10 7 4 1 10 3 85NITE 0/1 8 T 68 7 18 4 1 22 3 7 9 1 4 1 10 3 90AM PEAK 9 T 81 7 18 4 1 12 3 7 15 1 4 1 14 3 90AVERAGE 10 T 81 7 18 4 1 10 3 7 15 13 4 1 14 3 1OOPM PEAK 11 T 4 22 18 4 1 6 3 7 15 1 4 1 5 3 6 90LATE NIGHT 3 20 M 81 13 18 4 1 13 3 7 15 17 4 1 11 3 110I-95 BLOCKAG 24 T 1 7 18 4 1 5 3 7 5 2 4 1 5 3 65RECALL TEST MIN: 4 18 5 15 1 5 PHASE: CIj 1 (D2 ED3 04 / , 'j/I VV / r '% v7, tA. ,A \` 1 G(w) -1- 7 (v -7 G(f) --ISi G(g) G(total) 1 `.- 2 5 10 3 5 Y 3 3 R — I spur rl 3 G 12 la CL <0°5 SJ0TTED INTO THE PUBLJC RECORD FOR ITEMyONoo. 2005 Peak Season Factor Category Report - Report Type: ALL Category: 8701 MIAMI-DADE SOUTH MOCF: 0.98 Week Dates SF PSCF 1 01/01/2005 - 01/01/2005 0.97 2 01/02/2005 - 01/08/2005 0.99 3 01/09/2005 - 01/15/2005 1.02 4 01/16/2005 - 01/22/2005 1.01 5 01/23/2005 - 01/29/2005 1.00 * 6 01/30/2005 - 02/05/2005 0.99 * 7 02/06/2005 - 02/12/2005 0.99 * B 02/13/2005 - 02/19/2005 0.98 * 9 02/20/2005 - 02/26/2005 0.98 *10 02/27/2005 - 03/05/2005 0.98 *11 03/06/2005 - 03/12/2005 0.98 *12 03/13/2005 - 03/19/2005 0.98 *13 03/20/2005 - 03/26/2005 0.98 *14 03/27/2005 - 04/02/2005 0.98 *15 04/03/2005 - 04/09/2005 0.98 *16 04/10/2005 - 04/16/2005 0.9B *17 04/17/2005 - 04/23/2005 0.99 *18 04/24/2005 - 04/30/2005 1.00 19 05/01/2005 - 05/07/2005 1.01 1.03 20 05/08/2005 - 05/14/2005 1.02 PSCF 21 05/15/2005 - 05/2�/2005 1�3 0.99 1.01 1.04 1.03 1.02 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.02 22 05/22/2005 - 05/28/2005 1.02 (T. 23 05/29/2005 - 06/04/2005 1.01 .03 24 06/05/2005 - 06/11/2005 1.01 1.03 25 06/12/2005 - 06/1B/2005 1.00 1.02 26 06/19/2005 - 06/25/2005 1.00 1.02 27 06/26/2005 - 07/02/2005 1.00 1.02 28 07/03/2005 - 07/09/2005 1.00 1.02 29 07/10/2005 - 07/16/2005 1.00 1.02 30 07/17/2005 - 07/23/2005 1.00 1.02 31 07/24/2005 - 07/30/2005 1.01 1.03 32 07/31/2005 - 08/06/2005 1.01 1.03 33 08/07/2005 - 08/13/2005 1.01 1.03 34 08/14/2005 - 08/20/2005 1.01 1.03 35 08/21/2005 - 08/27/2005 1.01 1.03 36 08/28/2005 - 09/03/2005 1.01 1.03 37 09/04/2005 - 09/10/2005 1.01 1.03 38 09/11/2005 - 09/17/2005 1.02 1.04 39 09/18/2005 - 09/24/2005 1.04 1.06 40 09/25/2005 - 10/01/2005 1.06 1.08 41 10/02/2005 - 10/08/2005 1.07 1.09 42 10/09/2005 - 10/15/2005 1.09 1.11 43 10/16/2005 - 10/22/2005 1.07 1.09 44 10/23/2005 - 10/29/2005 1.05 1.07 45 10/30/2005 - 11/05/2005 1.03 1.05 46 11/06/2005 - 11/12/2005 1.01 1.03 47 11/13/2005 - 11/19/2005 0.98 1.00 48 11/20/2005 - 11/26/2005 0.98 1.00 49 11/27/2005 - 12/03/2005 0.9B 1.00 50 12/04/2005 - 12/10/2005 0.97 0.99 51 12/11/2005 - 12/17/2005 0.97 0.99 52 12/18/2005 - 12/24/2005 0.99 1.01 53 12/25/2005 - 12/31/2005 1.02 1.04 * Peak Season Submitted Into the public - in nection with item Z on 01 8 Prim A. Thompson City Clerk 15-Feb-2006 13:26:04 830U?D [1,0,0,1] 62701_P1(SEASON.txt Page 2 of 8 2005 Weekly Axle Factor Category Report - Report Type: ALL County: 67 - DADE Week Dates 8701 MIAMI-DADE RURAL 1 01/01/2005 - 01/01/2005 0.94 2 01/02/2005 - 01/08/2005 0.94 3 01/09/2005 - 01/15/2005 0.94 4 01/16/2005 - 01/22/2005 0.94 5 01/23/2005 - 01/29/2005 0.94 6 01/30/2005 - 02/05/2005 0.94 7 02/06/2005 - 02/12/2005 0.94 8 02/13/2005 - 02/19/2005 0.94 9 02/20/2005 - 02/26/2005 0.94 10 02/27/2005 - 03/05/2005 0.94 11 03/06/2005 - 03/12/2005 0.94 12 03/13/2005 - 03/19/2005 0.94 13 03/20/2005 - 03/26/2005 0.94 14 03/27/2005 - 04/02/2005 0.94 15 04/03/2005 - 04/09/2005 0.94 16 04/10/2005 - 04/16/2005 0.94 17 04/17/2005 - 04/23/2005 0.94 18 04/24/2005 - 04/30/2005 0.94 19 05/01/2005 - 05/07/2005 0.94 20 05/08/2005 - 05/14/2005 0.94 ,(1._1J F 21 05/15/2005 - 05/21/2005 0.94 �ll� 22 05/22/2005 - 05/28/2005 0.94 23 05/29/2005 - 06/04/2005 0.94 24 06/05/2005 - 06/11/2005 0.94 25 06/12/2005 - 06/18/2005 0.94 26 06/19/2005 - 06/25/2005 0.94 27 06/26/2005 - 07/02/2005 0.94 28 07/03/2005 - 07/09/2005 0.94 29 07/10/2005 - 07/16/2005 0.94 30 07/17/2005 - 07/23/2005 0.94 31 07/24/2005 - 07/30/2005 0.94 32 07/31/2005 - 08/06/2005 0.94 33 08/07/2005 - 08/13/2005 0.94 34 08/14/2005 - 08/20/2005 0.94 35 08/21/2005 - 08/27/2005 0.94 36 08/28/2005 - 09/03/2005 0.94 37 09/04/2005 - 09/10/2005 0.94 38 09/11/2005 - 09/17/2005 0.94 39 09/18/2005 - 09/24/2005 0.94 40 09/25/2005 - 10/01/2005 0.94 41 10/02/2005 - 10/08/2005 0.94 42 10/09/2005 - 10/15/2005 0.94 43 10/16/2005 - 10/22/2005 0.94 44 10/23/2005 - 10/29/2005 0.94 45 10/30/2005 - 11/05/2005 0.94 46 11/06/2005 - 11/12/2005. 0.94 47 11/13/2005 - 11/19/2005 0.94 48 11/20/2005 - 11/26/2005 0.94 49 11/27/2005 - 12/03/2005 0.94 50 12/04/2005 - 12/10/2005 0.94 51 12/11/2005.- 12/17/2005 0.94 52 12/18/2005 - 12/24/2005 0.94 53 12/25/2005 - 12/31/2005 0.94 17-Mar-2006 12:40:11 8702 SR 5/US-1/BRICEELL 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 8703 SR 997 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 9 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 '0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 0.99 0.91 Page 1 of 18 555RPT [1,0,0,2] 6_87_AXW SUBMITTED INTO THE PUBLIC RECORD FOR ITEM7zi; ON . Traffic Trends - V2.0 SR 51 US-1 -- 200' N RICKENBACKER CSWY PIN# Location 973215-1 1 County: Station #: Highway: Miami (87) 5039 SR 5/ US-1 50000 45000 — >+ 40000 — 0 act 35000 — L j 30000 — 25000 ▪ 20000 tm • 15000 - co a 10000 — 5000 - ME Observed Count Fitted Curve —Log. (Fitted Curve) 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1995 2000 2005 2010 2015 2020 2025 2030 2035 Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2005 to Design Year): Printed: 564 62.50% 2.23% 1.82% 18-May-07 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 1995 24000 25100 1996 26500 25700 1997 25000 26200 1998 29500 26800 1999 27500 27300 2000 26500 27900 2001 29500 28500 2002 29000 29000 2003 28500 29600 2004 28500 30200 2005 32500 30700 2007 Opening Year Trend 2007 N/A 31900 2008 Mid -Year Trend 2008 N/A 32400 2010 Design Year Trend 2010 N/A 33500 TRANIPLAN Forecasts/Trends 1 *Axle -Adjusted Florida Department of Transportation Transportation Statistics Office 2005 Historical AADT Report County: 87 - DADE Site: 5039 - SR 5/US-1, 200' N RICKENBACKER CSWY Year AADT Direction 1 Direction 2 K Factor D Factor T Factor 2005 C 32500 N 15500 S 17000 0.08 0.66 2.70 2004 C 28500 N 14000 S 14500 0.08 0.67 4.90 2003 C 28500 N 14000 S 14500 0.08 0.72 3.40 2002 C 29000 N 14000 S 15000 0.09 0.68 4.30 2001 C 29500 N 15000 S 14500 0.08 0.54 3.00 2000 C 26500 N 13000 S 13500 0.08 0.53 3.20 1999 C 27500 N 14000 S 13500 0.09 0.53 4.90 1998 C 29500 N 14000S 15500 0.09 0.53 3.30 1997 C 25000 N 12500 S 12500 0.09 0.65 2.30 1996 C 26500 N 13500 S 13000 0.09 0.53 2.90 1995 C 24000 N 11500 S 12500 0.08 0.63 6.70 1994 C 22300 N 9300 S 13000 0.09 0.60 5.50 1993 C 28000 N 14000 S 14000 0.00 0.00 0.00 1991 27984 N 12288 S 15696 0.00 0.00 0.00 1990 26775 N 11070 S. 15705 0.00 0.00 0.00 1989 27900 N 12927 S 14973 0.00 0.00 0.00 1988 27341 N 12640 S 14701 0.00 0.00 0.00 1986 18485 N 9416 S 9069 0.00 0.00 0.00 1984 23418 N 10602 S 12816 0.00 0.00 0.00 1976 15924 N 7297 S 8627 0.00 0.00 0.00 AADT Flags: C Computed; E = Manual Estimate; F = First Year Estimate S = Second Year Estimate; T = Third Year Estimate; X = Unknown MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM PRIMARY STATE HIGHWAYS AND INTERMODAL HIGHWAYS MPO Project Num. Facility/Project Name Length miles) (i) Type of Work Project Cost ($000s) Prior Years Cost woos)" Agency Project Num. From/Location To/Location Detailed Project Description DT4124701 SR 817/NW 27 AVENUE 2.813 RESURFACING 30 Activity /Phase Funding Source Proposed Funding (in $OOOs) 4124701 FROM SR 9/N.W. 27 AVENUE TO N.W. 187 STREET The project consists of milling and resurfacing of N.W. 27th avenue from Ali Baba avenue to N.W. 187th street. In addition the p oject will also upgrade signalization along the corridor, update pedestrian ramps to meet ADA 2006 - 2007 2007 - 2008 2008 - 2009 2009 - 2010 2010 - 2011 INC XA 0 160 0 0 0 CST XA 4,003 0 0 0 0 DT4124711 SR 817/NW 27 AVENUE 0.778 4124711 FROM NW 203 STREET TO NW 215 STREET RESURFACING 1280 from NW 203rd St to NW 215th St One signal at Calder race Track Entrance Activity /Phase Funding Source Proposed Funding (in $000s) 2006- 2007 2007 - 2008 2008- 2009 2009 - 2010 2010 - 2011 INC XA 50 0 0 0 0 DT41 24731 SR 5/BRICKELL AVENUE 1.721 FROM S OF S.E. 25TH ROAD TO S.E. 4TH STREET RESURFACING 0 4124731 Activity /Phase Funding Source Proposed Funding (in $000s) 2006 - 2007 2007 - 2008 2008 - 2009 2009 - 2010 2010- 2011 WNisQ.3. ?' o S 5 §, ti-iqi.tgporDistrict6WorkProgramasoftheeveningofFebruary21,2006 Fr q CI INC DS 0 0 0 180 0 PE DS 300 0 0 0 0 PE DIH 30 0 0 0 0 CST DIH 0 0 53 0 0 CST DS 0 0 5,733 0 0 Section Al - Page 58 of 157 MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM FEDERALLY -FUNDED PROJECTS HIGHWAYS MPO Project Num. Facility/Project Name County Type of Work Agency Project Num. From/Location To/Location Old litem Roadway ID Length (miles) Begin Point End Point Lanes Exist Improv Add'I Federal Funding Components 5-Yr Page Ref DT2512623 E. LITTLE HAVANA MIAMI-DADE SIDEWALK 2512623 GREENWAY1S. RIVER DR. FM SW 12 AVE TO J.MARTI P 87049501 1.257 0 0.757 2 0 0 Activity /Phase Funding Source Proposed Funding ($000s) ZUUB - 2007 2UU/-. 2008 2UU8 2009 2UU9 - 2010 A1-27 CST SE 0 0 925 0 PE SE 75 0 0 0 DT2512651 SOUTH DADE GREENWAYS MIAMI-DADE BIKE PATH Activity /Phase Funding Source Proposed Funding ($000s) At 27 2512651 NETWORK 6123274 0.000 0 0 0 2007 2008 2009 2010 CST SE 0 0 1,880 1,745 PE SE 0 510 0 0 DT2512691 VENETN CSWY(S/W&LND) MIAMI-DADE LANDSCAPING Activity /Phase Funding Source Proposed Funding ($000s) A1-27 2512691 BAYSHORE DRIVE `PURDY AVENUE 6123278 87522500 2.671 0.134 2.805 2 0 i 0 LUUb - 2007 ZUu/ - 2008 ZUUB . 2009 ZUu9 - 2010 CST SE 0 585 0 0 DT2512712 N. BEACH REC CORRIDR MIAMI-DADE BIKE PATH Activity /Phase Funding Source Proposed Funding ($000s) A1-28 2512712 FROM 53RD STREET I TO 64TH STREET (PH IV) 0.000 0 0 1 0 ZUUb - 2007 ZUU/ - 2008 ZUUB 2009 ZUU9 - 2010 CST SE 0 1,000 0 0 DT2516302 SR 93/I-75 MIAMI-DADE MILL AND RESURFACE Activity Funding Proposed Funding ($000s) 2516302 FROM SR 826/PALMETTO XWAY TO BROWARD CO LINE 87075000 4.952 0.49 5,442 4 0 4 /Phase Source ZUUB - 2007 ZUU! - 2008 2UU8 2009 2UU9 - 2010 Al-28 CST MAC 0 12,881 0 0 INC (MAC 0 0 400 0 DT2516623 SR 9A/I-95 MIAMI-DADE RIGID PAVEMENT RECONSTRUCTION Activity /Phase Funding Source Proposed Funding ($000s) A1-28 2516623 FROM US-1/SO. DIXIE HWY TO SR 836/DOLPHIN EXP" 87270000 2.900 0 2.9 6 0 0 2UUb- 2007 ZUU! 2008 ZUUB 2009 ZUU9- 2010 gittinitted Into the publid 1 ecord In connection with it INC MAC 200 0 0 0 GST MAC 5,484 0 0 Priscilla A. Thompson City Clerk Section 1- Page 3 of 26 MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM PRIMARY STATE HIGHWAYS AND INTERMODAL HIGHWAYS MPO Project Num. Facility/Project Name Length (i) (miles) Type of Work Project Cost ($000s) Prior Years Cost ($000s) Agency Project Num. From/Location To/Location Detailed Project Description DT4106794 SR 9A/I-95 1.200 LANDSCAPING 0 Activity /Phase Funding Source Proposed Funding (in $000s) 4106794 FROM N.W. 130TH STREET TO N.W. 110TH STREET 2006 - 2007 2007 - 2008 2008 - 2009 2009 - 2010 2010 - 2011 CST DDR 0 953 0 0 0 CST DPI 0 10 0 0 0 DT4106799 SR 9A/I-95 2.660 LANDSCAPING 0 Activity (Phase Funding Source Proposed Funding (in $000s) 4106799 FROM SR 5/US-1 TO N.W. 8TH STREET 2006 - 2007 2007 - 2008 2008 - 2009 2009 - 2010 2010 - 2011 PDE DIH 10 0 0 0 0 CST DDR 0 0 924 0 0 CST DIH 0 0 48 0 0 DT4109931 DISTRICTWIDE 0.000 PRELIMINARY ENGINEERING 400 Activity (Phase Funding Source Proposed Funding (in $000s) 4109931 STRUCTURES DESIGN AND REVIEW 2006- 2007 2007- 2008 2008- 2009 2009- 2010 2010- 2011 PE DIH 10 10 10 10 10 PE DS 500 400 400 500 500 Listing reflects FOOT District 6 Work Program as of the evening of February 21, 2006 Sum Into thepublic • alowonwith item Z l3 Prime A. Thom on City Clerk Section Al - Page 56 of 157 Appendix D: Traffic Counts (TMC's & ATR) SUBMITTED INTO THE PUBLIC RECORD FOR ITEMjz3__ON oI-zq-os. 27 • 266o Brickell MUSP Table: T-4 2660 Brickell MUSP INTERSECTION APPROACH VOLUMES INTERSECTION NO. INTERSECTION NAME APPROACH MOVEMENT PM PEAK HR COUNT Date of Count PHF PSCF PM PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH 0:41.82% FOR 3 Years Committed Developments Net Traffic w/o Project Traffic Site Traffic L'PH) Total Traffic (VPH) 1 1 3 4 5 9 7 9 9 10 11 12 13 1 Bdckell Avenue(US1)8 SE 261h Road SOUTHBOUND SBR 22 Tuesday, May 22, 2007 g 0 1.04 23 1 0 24 0 24 SBT 983 1.04 1022 57 0 1079 5 1084 SBL 152 1.04 158 9 0 187 0 167 TOTAL 1157 1203 67 0 1270 6 1276 WESTBOUND WBR 57 1.04 59 3 0 63 0 63 WBT 472 1.04 491 27 0 518 0 518 WBL 0 1.04 0 0 0 0 0 0 TOTAL 529 550 31 0 681 0 681 NORTHBOUND NBR 398 1.04 414 23 0 437 0 437 NBT 718 1.04 747 42 0 788 0 788 NBL 0 1.04 0 0 0 0 0 0 TOTAL 1116 1181 65 0 1225 0 1226 EASTBOUND EBR 15 1.04 16 1 0 16 26 42 EBT 691 1.04 719 40 0 759 0 759 EBL 221 1,04 230 13 0 243 3 246 TOTAL 927 964 64 0 1018 29 1047 TOTAL 3729 3878 216 0 4094 34 4128 2 South Miami Avenue 8, South Dixie HWY SOUTHBOUND SBR 72 Tuesday, May 22, 2007 Lo o, d _ 1.04 75 4 0 79 0 79 SBT 985 1.04 1024 57 0 1081 0 1081 SBL 0 1.04 0 0 0 0 0 0 TOTAL 1057 1099 61 0 1160 0 1160 WESTBOUND WBR 0 1.04 0 0 0 0 0 0 WBT 583 1.04 606 34 0 640 13 653 WBL 372 1.04 387 22 0 408 2 410 TOTAL 956 991 56 0 1048 16 1063 NORTHBOUND NOR 465 1.04 484 27 0 510 0 510 NBT 782 1.04 813 45 0 858 2 860 NBL 0 1.04 0 0 0 0 0 0 TOTAL 1247 1297 72 0 1369 2 1371 EASTBOUND EBR 13 1.04 14 1 0 14 0 14 ' EBT 802 1.04 834 46 0 880 0 880 EBL 72 1,04 75 4 0 79 17 96 TOTAL 887 922 61 0 974 17 991 TOTAL 4148 4312 240 0 4552 34 4586 ©RIcherd Garcia end Associates, Inc., 2005 SUBMITTED INTO THE PUBLIC RECORD FOR ITEM Pz ON Oi-z4L-or. 7/9/2007 Table: T-4 2660 Brickell MUSP INTERSECTION APPROACH VOLUMES INTERSECTION NO. INTERSECTION NAME APPROACH MOVEMENT PM PEAK HRCOUNT Date of Count PHF PSCF PM PEAK SEASONAL ADJUSTMENT BACKGROUND GROWTH Q1.82 % FOR 3 Years Committed Developments Net Traffic w/o Project Traffic Site Traffic (VPH) Total Traffic (VPH) 1 2 3 4 5 9 7 a 9 /9 11 12 13 3 South Miami Avenue & SE 26th Road SOUTHBOUND SBR 13 Tuesday, May 22, 2007 g °' o 1.04 14 1 0 14 0 14 SBT 41 1.04 43 2 0 45 0 45 SBL 18 1.04 19 1 0 20 5 25 TOTAL 72 75 4 0 79 5 84 WESTBOUND WBR 81 1.04 84 5 0 89 0 89 WBT 178 1.04 185 10 0 195 0 195 W BL 268 1.04 279 15 0 294 0 294 TOTAL 527 548 30 0 679 0 579 NORTHBOUND NBR5 1.04 5 0 0 5 3 8 NBT 634 1.04 659 37 0 696 4 700 NBL 281 1.04 292 16 0 308 10 318 TOTAL 920 957 53 0 1010 17 1027 EASTBOUND•EBT EBR 618 1,04 643 36 0 678 0 678 874 1.04 909 51 0 959 21 980 EBL 22 1.04 23 1 0 24 0 24 TOTAL 1614 1575 88 0 1662 21 1683 IL TOTAL 3033 3154 175 0 3330 43 3373 Notes: 1 Intersection Neme 2 Intersection Approach 3 Intersection Approach Movement 4 TMC data provided by RGA, Inc. 5 Date of Count 8 Peak Hour Factor 7 Peak Seasonal factor obtained from FOOT 8 Seasonally Adjusted TMC = CountPSCF (These are the volumes utilized In the existing condition intersection LOS). 9 A 1.82 percent background grouth was utilized with a project build -out of three years. 10 Committed Traffic obtained from the City of Miami Large Scale Report. (no committed Developments were found) 11 Net Traffic = Peak Seasonally Adjusted TMC + Backgound+Commited 12 Site traffic assignment. 13 Total Traffic = Net Traffic + Site Traffic (These are the volumes utilized in the proposed intersection LOS analysis) ©Richard Garcia and Associates, Inc., 2005 SUBMITTED INTO THE PUBLIC RECORD FOR 1TEM17z13 QNoi-zq-o. 7/9/2007 Rig ht 1.0 8 3 5 6 22 BRICKELL AVE From North Thr' Left Ped u s 1.0 1.0 1.0 223 243 250 267 983 11 237 6 252 8 243 8 225 33 957 54 22 36 40 152 74 39 55 52 220 App. Total 0 285 0 268 0 291 0 313 0 1157 0 322 0 297 0 306 0 285 0 1210 55 190 372 0 2367 82. 15. 0 7 Total % 0.8 2 3 5.2 0.0 33.3 2.3 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 % 0.0 9.7 1.3 Richard Garcia & Associates, Inc. 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305.595.7505 FAX: 305.675.6474 Rig ht 1.0 19 12 9 17 Groups SE 26 STREET From East Thr Left Ped u s 1.0 1.0 1.0 97 1 0 123 0 0 160 0 0 92 1 0 57 472 2 0 17 68 13 120 5 72 1 129 36 389 0 1 3 0 2 0 0 0 5 1 93 861 7 1 89. 5 12. 1 0.7 0.1 0.1 0.0 Printed- Unshifted App. Total 117 135 169 110 531 86 136 79 130 431 962 13.5 Rig ht 1.0 89 123 80 106 398 120 86 75 68 349 747 BRICKELL AVE From South Thr Left Ped ' App. u s Total 1.0 160 214 170 174 718 147 164 155 175 641 135 9 35. 64. 5 5 10. 19. 5 1 1.0 0 0 0 0 0 0 0 0 0 0 1.0 0 0 0 0 0 0 0 0 249 337 250 281 1117 267 250 230 243 990 0 1 2107 0.0 0.0 0.0 0.0 29.6 File Name : brickell_se26st Site Code : 00000000 Start Date : 5/22/2007 Page No : 1 Rig ht SE 26 STREET From West Thr rLeft Pe App. u s Total 1.0 1.0 1.0 4 177 49 3 158 67 1 175 60 7 181 45 15 691 221 3 4 3 5 15 30 1.8 0.4 138 122 131 192 583 127 4 75. 9 17. 9 25 45 41 43 154 1.0 0 0 0 0 230 228 236 233 0 927 0 0 0 0 0 166 171 175 240 752 375 0 1679 3 0.0 5.3 0.0 23.6 22. m m ti N n 1 v a BRICKELL AVE ut In Total 710827 23571 1 4119941 I. 551 19401 3721 01 Right Thru Left Peds 1--'I T North 5/22/2007 4:00:00 PM 5/22/2007 5:45:00 PM Unshifted 4, T r Left Thru Right Peds 01 13591 7471 11 L f { 21071 Out In Total BRICKFI I AVF 1 1977 L 40841 f-� r r . m W w -4 W W Int. Total 881 968 946 937 3732 841 854 790 898 3383 7115 Submitted Into the record in connection stern FT /3 on Priscilla A. Thompson -4•44., City Clerk Richard Garcia & Associates, Inc. 13117 NW 107 Ave, Suite 4 Hialeah Gardens, FL 33018 PH: 305.595.7505 FAX: 305.675.6474 File Name : brickell_se26st Site Code : 00000000 Start Date : 5/22/2007 Page No : 2 BRICKELL AVE From North SE 26 STREET From East BRICKELL AVE From South SE 26 STREET From West Start Time Rig ht Thr u Left Ped s App. , Total Rig ht Thr u Left Ped s App. Total Rig Thr ht u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Int. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersecti 04:00 PM on Volume 22 983 152 0 1157 57 472 2 0 531 Percent 1.9 85' 0 1 04:15 Volume Peak Factor High int. Volume Peak Factor 13. 0.0 3 243 22 0 268 04:45 PM 6 267 40 0 313 0.92 4 10. 88. 0.4 0.0 7 9 12 123 0 0 135 04:30 PM 9 160 0 0 169 0.78 6 398 718 0 1 1117 15 691 221 0 927 35. 64' 0.0 0.1 1.6 74' 23' 0.0 6 3 5 8 123 214 0 0 337 3 158 67 0 228 04:15 PM 04:30 PM 123 214 0 0 337 1 175 60 0.82 9 N 0) Obi 0 0 a BRICKELL AVE Out in Total 11571 1 1 221 9831 1521 01 Right Thru Left I`-1 Peds 1 9961 21531 North /22/2007 4:00:00 PM /22/2007 4:45:00 PM Unshifted Left Thru Right Peds 1 01 7181 3981 11 1 1 11171 Out In Total BRICKEI L AVE 1 10001 21171 4 4--- c N v o_ N J N co rn 5 co — m 0 9- 0 236 0.98 2 3732 968 0.964 Submitted Into the pubiliA record in connection with item KZ I3 on 0)-Z4�- 09 Prieoitla A. CT�Gleck Richard Garcia & Associates, Inc. 13117 NW 117 Ave. Suite- No.4 Hialeah Gardens, FL 33018 Tel: 305-595-7505/ Fax: 305-675-6474 Groups Printed- Unshifted File Name : SMIAMI-'2 Site Code : 00000000 Start Date : 5/22/2007 Page No : 1 S MIAMI AVE Southbound DIXIE HWY Westbound S MIAMI AVE Northbound DIXIE HWY Eastbound Start Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Ped App. Int. Time ht u s , Total ht u s Total ht u s Total ht u Left s Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 9 209 0 0 218 0 133 83 0 216 82 144 0 0 226 5 178 7 0 190 850 04:15 PM 17 250 0 0 267 0 147 84 0 231 106 203 0 0 309 4 225 18 0 247 1054 04:30 PM 18 264 0 0 282 0 160 88 0 248 109 195 0 0 304 4 225 23 0 252 1086 04:45 PM 15 238 0 0 253 0 152 102 0 254 103 187 0 0 290 1 187 12 0 200 997 Total 59 961 0 0 1020 0 592 357 0 949 400 729 0 0 1129 14 815 60 0 889 3987 05:00 PM 05:15 PM 05:30 PM 05:45 PM 22 15 14 69 Total 120 Grand Total Apprch 179 8.3 Total % 2.2 233 250 248 291 102 2 198 3 91. 6 24. 4 0 1 256 0 0 265 0 1 263 0 2 362 0 4 1146 0 4 2166 0.0 0.2 0.0 0.0 26.7 0 124 98 0 222 0 129 105 0 234 0 100 91 0 191 .0 166 111 0 277 0 519 405 0 924 0 11� 762 59. 40. 3 7 0.0 1 9.4 0.0 0 1873 0.0 0.0 23.1 147 197 97 228 113 180 116 181 473 786 0 0 344 0 1 326 0 1 294 0 1 298 0 3 1262 873 155 0 3 2391 0.0 0.1 0.0 0.0 29.5 36. 63. 5 4 10. 18, 8 7 1.6 0.3 4 165 3 177 2 158 4 204 19 15 22 21 0 0 0 0 13 704 77 0 27 159 137 90. 3 18. 7 8.1 1.7 c w X 0 0 o m O N S MIAMI AVE Out In Total 21661 1791 19831 01 4- Right Tr Left Peds 16521 38181 North 5/22/2007 4:00:00 PM 5/22/2007 5:45:00 PM Unshifted 4 r n N O a, N L_ co ON) 0) 188 195 182 229 794 0 1683 0.0 0.0 20.7 1010 1020 930 1166 4126 8113 4, T [-* Left Thru Right Peds 1 01 15151 8731 31 lid 27721 1 2391 1 I 5163 Submitted r"'b with Out In Total S MIAMI AVF �r 'o' connection n / _ Priscilla A. Thompson ., City Clerk Percent 6.8 04:30 Volume Peak Factor High Int. Volume Peak Factor Richard Garcia & Associates, Inc. 13117 NW 117 Ave. Suite- No.4 Hialeah Gardens, FL 33018 Tel: 305-595-7505/ Fax: 305-675-6474 File Name : SMIAMI-2 Site Code : 00000000 Start Date : 5/22/2007 Page No : 2 S MIAMI AVE Southbound DIXIE HWY Westbound S MIAMI AVE Northbound DIXIE HWY Eastbound Start Time Rig ht, Thr u Left Ped App. s 1 Total Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Int. Total, Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersecti 04:15 PM on Vnhima 7? 9R5 0 1 1058 93. 0.0 0.1 18 264 0 0 282 04:30 PM 18 264 0 0 282 0.93 8 0 5R3 37? 0 955 0.0 6 0 3 9 0.0 0 160 88 0 248 04:45 PM 0 152 102 0 254 0.94 0 465 782 0 0 1247 37. 62. 0.0 0.0 3 7 109 195 0 0 304 05:00 PM 147 197 0 0 344 0.90 6 13 802 72 0 887 1.5 9 4 8.1 0.0 4 225 23 0 252 04:30 PM 4 225 23 O H L— CO c N CO O I 854I S MIAMI AVE Out In Total I 10581 721 985I 01 11 Right Thru Left Peds North 19121 5/22/2007 4:15:00 PM 5/22/2007 5:00:00 PM Unshifted Left Thru Right Peds I 01 7821 4651 01 1 I I 12471 Out In Total S MIAMI AVE I 13701 I 26171 0 CO -4 m v 0 W 0 252 0.88 0 4147 1086 0.955 Submitted Into the pubikil recot0,in connection with item YZ ! i on 0I Z%-0! Priscilla A. Thompson City Clerk S MIAMI AVE Southbound Richard Garcia & Associates, Inc. 13117 NW 117 Ave. Suite- No.4 Hialeah Gardens, FL 33018 Tel: 305-595-7505/ Fax: 305-675-6474 Groups Printed- Unshifted SE 26 ST Westbound S MIAMI AVE Northbound File Name : S.MIAMI & SE 26 ST Site Code : 00000000 Start Date : 5/22/2007 Page No : 1 SE 26 ST Eastbound Start Time Factor 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total Rig ht 1.0 3 8 4 19 2 5 4 8 Thr u 1.0 13 40 Left 1.0 5 4 4 8 21 Ped s 1.0 App. Total 0 16 0 27 0 11 0 20 0 74 05:00 PM 3 9 2 0 14 05:15 PM 4 9 1 0 14 05:30 PM 3 45 11 0 59 05:45 PM 7 42 3 0 52 Total 17 105 17 0 139 Grand Total Apprch Total % 30 145 38 14. 68. 17. 1 1 8 0.5 2.5 0.7 0 213 0.0 0.0 3.7 Rig ht 1.0 Thr u 1.0 Left 1.0 Ped s 1.0 App. Total 18 57 66 0 141 17 54 83 0 154 24 42 71 0 137 15 31 49 0 95 74 184 269 0 527 25 51 65 0 141 9 15 36 0 60 10 61 62 0 133 9 13 65 0 87 53 140 228 0 421 127 324 497 0 948 13. 34. 52. 0.0 4 2 4 2.2 5.6 8.6 0.0 16.4 F°- v 03 m a Rig ht 1.0 Thr' ui 1.0 Left 1.0 Ped s 1.0 App. Total Rig ht 1.0 Thr u 1.0 Left 1.0 Ped s 1.0 App. Total Int. Total 0 103 78 0 181 2 177 85 0 264 0 164 64 0 228 1 152 54 0 207 99 187 10 0 296 124 266 5 0 395 137 234 5 0 376 204 165 9 0 378 3 596 281 0 880 564 852 29 0 1445 2 141 78 0 221 1 129 78 0 208 1 135 66 0 202 1 151 92 0 244 5 556 314 0 8 0.5 0.1 115 595 2 65. 33. 6 9 19. 10. 9 3 MAUI AVE Out In Total 1327 I 2131 1 301 1451 381 01 Right Thru Left Peds 875 474 0 1755 0.0 0.0 30.4 153 209 3 0 365 142 172 8 0 322 80 332 3 0 415 99 214 5 0 318 927 19 0 1420 103 177 8 9 36. 62. 2 1 18. 30. 0 8 48 0 2865 1.7 0.0 0.8 0.0 49.6 15401 4 T North 5/22/2007 4:00:00 PM 5/2212007 5:45:00 PM Unshifted 7 T r Left Thru Right Peds 1 595[ 11521 81 01 L- l 16801 l 17551 [1-345 Out In Total S MIAMI AVE Ca V O rsa cn N m A 5 T a 634 840 752 700 2926 741 604 809 701 2855 5781 f Submitted intothe publ e�� record 21 connection � Z Kernri A. Thompson P City Clerk Richard Garcia & Associates, Inc. 13117 NW 117 Ave. Suite- No.4 Hialeah Gardens, FL 33018 Tel: 305-595-7505/ Fax: 305-675-6474 File Name : S.MIAMI & SE 26 ST Site Code : 00000000 Start Date : 5/22/2007 Page No : 2 S MIAMI AVE SE 26 ST Southbound Westbound Start Rig Thr Left Ped App. Rig Thr Left Ped Time ht u s Total ht u s Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersect 04:15 PM on Volume 13 41 18 0 72 Percent 18. 56. 25. 0.0 1 9 0 04:15 4 19 4 0 27 Volume Peak Factor High Int. 04:15 PM Volume 4 19 4 0 27 Peak 0.66 Factor 7 App. Total Rig ht S MIAMI AVE Northbound Thr Left Ped APP. Total Rig ht SE 26 ST Eastbound Thr Left Ped App. Total Int. Total 81 178 268 0 527 15. 33. 50. 0.0 4 8 9 17 54 83 0 154 04:15 PM 17 54 83 0 154 0.85 6 5 634 281 0 920 0.5 68' 30' 0.0 9 5 2 177 85 0 264 04:15 PM 2 177 85 0 264 0.87 1 618 874 22 0 1514 40. 57. 1 5 0.0 8 7 • 124 266 5 0 395 04:15 PM 124 266 5 0 395 0.95 8 rn H v N C T- w — O N J co m 0 S MIAMI AVE Out In Total 7371 L 721 1 8091 131 411 18 Right Thru Left Peds 4 North 5/22/2007 4:15:00 PM 5/22/2007 5:00:00 PM Unshifted f4 Left Thru Right Peds I 2811 6341 51 01 9201 Out In Total S MIAMI AVF 9271 I 18471 m to 0 CO v Q c m 0) m a, 3033 840 0.903 Submitted Into onhe e ublidll recordYZ li GOn I Z items Y i _on 4� Priedlia A. City Clerk RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO. 4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 1 Site Code: 000000000000 Station ID: 7890 SE 26TH ROAD BETWEEN US1 & MIAMI AVE Latitude: 0' 0.000 Undefined Start 16-May-07 Time Wed WB EB Total 12:00 AM 12:15 12:30 12:45 01:00 01 15. 01:30 01:45 :. 02:00 02:15 02:30 02:45 03:00 03:..15 03:30 03:45 04:00 04:'15. 04:30 04:45 05:00 05:15 05:30 05 45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 0945. 10:00 10 1.5 10:30 10:45. 11:00 11:15 .:.:.. 11:30 11:45: Total Percent 35 77 112 • 32 . 99 131 33 97 130 22 • 82 104 21 82 103 •:26 . 68 94 10 69 79 1:9 ...... .. -67 -86'. 18 41 59 1,8. 62.. 19 42 61 9 . :33 4.2: 15 32 47 7•:. 26• 33.. 6 25 31 5 21 26.: 10 28 38 --.'9. 25 .. 34. 5 20 25 43 0 24 24 1 34 •.35 . 14 58 72 2 : 57 . 59. 12 54 66 12-• `63 75. 7 86 93 .10 ` 89 .99; 10 83 93 .:11 -.85 °9.6 19 127 146 22 1.:37 159 16 127 143 :14 • : , 1.20 . . 1:34 26 166 192 ].'.1168.• 209: 162 208 36, 165 201::. 29:' 146. 175 32: 218:::: 250 34 181 215 ._43 206' 249. 30 ......::'':183 • 213 4.,.0 2•1.3 ..:: 253. 35 163 198 46:. ::201 247' 20 172 192 • ;..39 208 247 5683 975 4708 17.2% 82.8% Peak 08:45 09:45 • Vol. 152 788 P.H.F. 0.826 0.904 10:00 930 0.919 Submitted Into the pubild recorsi in connection with item VZ 13 onal-Z -c2- z Priscilla A. Thompson City Clerk RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO. 4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 2 Site Code: 000000000000 Station ID: 7890 SE 26TH ROAD BETWEEN US1 & MIAMI AVE Latitude: 0' 0.000 Undefined Start 16-May-07 Time Wed WB EB Total 12:00 PM 12:15 12:30 12:45 01:00 '01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 : .. 04:00 04:15 04:30 04:45 05:00 05:15. >:> 05:30 05:45. 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45.... 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 . 10:30 10:45 11:00 11:15 11:30 1145::. Total Percent 32 173 41 224 43 188 43 242 24 180 62 218 41 161 40 202. 33 175 46 186 32 218 52 246 32 188 56 187 38 224 32 184...... 45 183 30 ...: 172 35 212 35 221 35 247 34 248 ..... 33 250 38 243 49 ..254':. 35 _ 235 42 222 35 204 33 195 30 201 23 150 29 153 33 134 61: 114 '.73 157 40 132.... 35 87 . ,.:.:..... 19 121. 26 121 27 114.. 22 95 22.. 79 24 128 25 92 33 79 35 9.5...::. 15 69 21 "::..83 1719 8286 17.2% 82.8% 205 265 231 285 204 280 202 242: 208 • 232. 250 298 220 243 262 21.6 228 202.. 247 256. 282 282 283 281 • 303 270 264 239 228 231• 173 182 167 1:75,. 230 172" 122 -_140 :...........: . 147 141:: 117 1:01: 152 1:.1.7 112 130 84 104 10005 Peak Vol. P.H.F. 20:15 209 0.716 17:15 995 0.979 17:15 1149 0.948 Submitted Into the pubs recoil in connection > item VZ a on 0/-2V- N P'""Yjsvdia A. ThOMpe011 . RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO. 4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 3 Site Code: 000000000000 Station ID: 7890 SE 26TH ROAD BETWEEN US1 & MIAMI AVE Latitude: 0' 0.000 Undefined Start Time 17-May-07 Thu WB EB Total 12:00 AM 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 .08:15 08:30 08:45 09:00 09:15 09:30 09:45:..:::::. 10:00 10:15..: 10:30 1:0:45 11:00 11:15 11:30 11 :45. Total Percent 16 59 14 38 5 36 7 19 6 32 10 16. 2 14 6 27 2 21 9 : 22 0 13 8 23 1 12 0 13 5 22 2 16 1 12 3 16 1 14 1 27:. . 4 18 1 47 1 45 2..•72 .... 3 76 11 99 10 158 22 . : • 180 33 160 65 232 69 79 319:_ 60 _:,.. - 261.: 278: 279 98s 1:328 1.1„92:: 246 53 .242 39 266 29 . 1:98`' 38 201 39:: 187 33 204 36 .. 1:94 39 181 42 183 22 191 -135:.''> .'189::.- 1236 5766 17.7% 82.3% 75 52 41 26 38 26' 16 33 23 31. 13 31 13 13 27 18' 13 19 15 28 22 48 46 74 79 1,10:. 168 202 193 297' 359 398 311 366. 373' 426 338 295 305 22:7: 239 226 237 230 220 225 213 224 7002 Peak Vol. P.H.F. 08:15 372 0.949 07:30 1138 0.867 08:15 1503 0.882 Submitted Into the record in connection item PZ 13 ono/- .2 Priscilla A. Clerk RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO.4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 4 Site Code: 000000000000 Station ID: 7890 SE 26TH ROAD BETWEEN US1 & MIAMI AVE Latitude: 0' 0.000 Undefined Start Time 17-May-07 Thu WB EB Total 12:00 PM 1215 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 .04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 .............. 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 0.9:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent 36 37 48 39 27 56 46 36 37 42 36 47 45 53 50 47 41 48 48 35 48 40 35 32 • 32 46 39 30 45 s0 74` 64 62. 55 72 49 48 56 41 40 52 43 40 44 42 46 31 32 2172 20.3% 192 203 209 220 200 198 179 184 194 169 243 224 234 :.. ...:... 2,23 192 208 201 ;210 :..;. 208 196 203 248. 249. 258.: •210 244 218 208 187 203 152 121 167 135 145 135 107 11.1. 123 140- 111 105::.::' 130 114 103 124 98 98 8534 79.7% 228 240 257 259 227 254 225 220 231 211 279 271 279 276 242 255 242 258. 256 231.: 251 288 284 290 242 290 257 238 232 283 226 1.85 229 190 217 184 155 167 164 180 163 148 170 158. 145 170 129 130.. 10706 Peak Vol. P.H.F. Grand Total Percent ADT 19:15 280 0.875 6102 18.3% Not Calculated 17:15 965 0.935 27294 81.7% 17:00 1113 0.959 33396 Submitted into the publidi recor in connection with item Z l on l- Z - S Priscilla A. Thompson City Cleric RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO. 4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 1 Site Code: 000000000000 Station ID: 12115 US 1 NORTH OF SE 26 RD Latitude: 0' 0.000 Undefined Start Time 16-May-07 Wed NB SB Total 12:00 AM 12:15 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 .02:45 03:00 03:15 03:30 03:45 04:00 04:15. 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 • 07:45 08:00 .08:15 08:30 08:45 09:00 09:15 09:30 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11.15• 11:30 Total Percent 54 49 38 38 33 31 17 16 17 9- 18 18 13 1'1 10 °12 13 :11 20 18 24 42 47 &5 127 135 194 230 • 206 :229 284 415 427: 412 417 .418' 420 363 330 301 260 258 226 223 211 228 • 306 260:: 7524 76.4% 37 29 18 21 18 12 8 12 4 9 8 7 3 6 10 5 2 6 6 5 11 7 10 ............_.. 11 17 19 29 51 62 74 66 80, 109 94. 110 100 83 121 127 07 1.01. 89:..'. 97 112` 91 99 114 115 2322 23.6% 91 78 56 59 51 43 25 28 21 18 26 25 16 17 20 17 15 17 26 23 35 49 57 96' 144 154 223 281 268 303 350 495 536 506. 527 518. 503 484. 457 398 361 347 323 335 302 327 420 375,. 9846 Peak Vol. P.H.F. 08:00 1674 0.980 09:15 446 0.878 08:00 2087 0.973 Submitted Into the publid recorg in connection with' itemon o1 'O �.. Priscilla A. Thompson Clerk Start 16-May-07 Time Wed NB SB RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO. 4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Page 2 Site Code: 000000000000 Station ID: 12115 US 1 NORTH OF SE 26 RD Latitude: 0' 0.000 Undefined Total 12:00 PM 270 116 12:15 250 124 12:30 256 121 12:45. 255 107 01:00 229 112 01:15 237 109 01:30 241 102 0145 253 104 02:00 238 95 02:15 240 .132 02:30 233 126 02:.45 219 113 03:00 259 114 0.3 1:5 `: 271 139 . . 03:30 225 135 03:45 265 125 04:00 237 133 04:15 233 109. 04:30 229 149 04:45. 227 124 05:00 223 135 :..05:15 231 162 05:30 253 159 05:45 233 154 06:00 271 139. 06:15. 252 i_...164;: 06:30 260 144 223 .132 07:00 221 109 07:15., 212 121 07:30 230 122 07:45.. 167. 108 08:00 211 88 08:15;. 168 80 08:30 167 82 .08:45; , - 09:00 171 88 09:15:.: ........ 158. 57 09:30 182 49 . ......::... 09:_. 5 :;.:.::: 172 _: : 3.. 10:00 184 64 10:15 119 ... 10:30 143 51 10:4 11 42 11:00 104 45 111:15...: :: 113..: 48 .:. 11:30 83 54 11:45:: 68 31 .. . Total 9945 4995 Percent 66.6% 33.4% 386 374 377 362: 341 346. 343 357: 333 l.372'. 359 332 373 41'0: 360 :.390-' 370 • 342: 378 . •351 358 393:: 412 387 ::410 416 404 . 330 333 352 299 ...248..• 249 219...• 259 231 .225: 248 173- 194 153 149 .161.. 137 99. 14940 Peak 12:00 17:30 Vol. 1031 616 P.H.F. 0.951 0.939 17:30 1625 0.977 Submitted into itte ptibk ri *cor i1 connection'11 t VZ �3 o!-Zy i ge A. Thompson ,y l P- RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO.4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Start 17-May-07 Time Thu NB 12:00 AM 12:15 12:30 12:45 01:00 01:15 01:30 01:45 .:... 02:00 02:15 02:30 02:45 03:00 03:15 03:30 0,3:45 04:00 04:15 04:30 0.4`45 05:00 05:15 :. 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 ...::.:: . 07:30 07:45:. 08:00 08:15. 08:30 08:45.. 09:00 09:15 09:30 0.9:4.5 10:00 10:15: 10:30 10:45 ... 11:00 11:15' 11:30 1;1:45. Total Percent Peak Vol. P.H.F. SB Page 3 Site Code: 000000000000 Station ID: 12115 US 1 NORTH OF SE 26 RD Latitude: 0' 0.000 Undefined Total 53 50 38 37 33 32 17 16 17 9 18 18 13 11 10 12 13 11._ 20 18 24 43 47 83 126 1:58 196 225 204 2234 287 407 423 420 • 421V. 416 370 333 • 295 257 263 228 219 209 233 309 •255 7521 76.4% 08:00 1674 0.989 37 30 18 21 18 12 8 12 4 9 8 7 3 6 10 5 2 6 6 11 7 10 11 17 119. 29 50 61 75. 67 78: 108 96 111 98..... 82 123; 128. 95 100 ..:_..:., ... :91.. 98 :110 90 1.0:11 :. 115 11.3 2321 23.6% 09:15 446 0.871 90 80. 56 58 51 44 25 28 21 •18: 26 25 16 20 • :17:: 15 17 26 23: 35 • 50 57 .94 143 225 275.: 265 309` 354 • 485 531:. 532 508: 498 .493:. 461 390 357 354'.. 326 . .329 : • 299 • .334 424 •368 9842 08:00 2087 0.981 Submitted Into the pubes' recorq in connection with. , item IZZji_on Priscilla A. City Clerk RICHARD GARCIA & ASSOCIATES, INC. 13117 NW 107 AVE. UNIT NO. 4 HIALEAH GARDENS, FL 33018 305.595.7505 / FAX 305.675.6474 Start 17-May-07 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 02:45 03:00 03:15 03:30 03:45 :. 04:00 04:15 04:30 04:45. 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 0915 09:30 09:45 10:00 1015 10:30 10:45 11:00 11:15 11:30 11:45 :.. Total Percent NB SB 271 253 262 254 216 242 243 248 236 245 235 243 261 218 254 251 228 248 209 212 218 249 263 245 260 226 265 265 258 247. 260 245 215 203 202 202 196 178 182 177 190 1:86 182 1.19 144 123..,. 136 142 Page 4 Site Code: 000000000000 Station ID: 12115 US 1 NORTH OF SE 26 RD Latitude: 0' 0.000 Undefined Total 115 127 122 105 111 • 1'11 103 102 94 135 127 .'133 113 .143 119 .108 141 • :143 120 ':138 162 167. :165. :152 144 161 .._. 120 148 139 110` 99 90 110 85 . 89 74: 62 72 72 55 62 67 73 67 61 47 .. 49 45 10607 5157 67.3% 32.7% 386 380 384 359 327 353 346 350 330 380 362 376 374 361 373 359.. 369 391 329 350 380 416 428 397 404 387 385 413 397 357 359 335 325 288_. 291 276 258 25Q 254 232 252 253 255 186 205 170`. 185 187 Peak Vol. P.H.F. 12:00 1040 0.959 17:00 646 0.967 Grand Total Percent ADT 35597 14795 70.6% 29.4% Not Calculated 15764 17:15 1645 0.961 50392 Submitted into the publidi reco in Ponnectionitem Z f on plrZ �41 Priscilla Clerk Appendix E: Committed Developments SUBMITTED INTO THE DI F,ECORD FOR ITEM 9 r 2 (3 kd 9/-2q- 6*- 28 • 266o Brickell MUSP Search Results Layers Legend Result Type: Project List g; N o 2 Project Name Skyline on Brickell (Brickell Bay Village Apartmen Metropolitan, The (Chateau Mirage) :917371.082 y:517210.315 V?, This Web site is best viewed using Internet Explorer version 5.0 or higher with a resolution of 1024 x 768. Copyright © 2005, City of Miami, Information Technology Department Submitted Into it public n connection with, Z/ on 04.7,9.47 tokii CITY OF MIAMI LARGE SCALE DEVELOPMENT REPORT: 1995 To Present PLANNING DEPARTMENT Citywide Major Use Special Permits (MUSP) and applicable Class II, Special Exceptions & Except Projects (Listed by Alphabetically by Project Name) (Status: A -Completed; B-Under Construction; C-Approved; D-Application; E-Preliminary; F-Withdrawn) As bf`Se' terribet 30;1200b' ; tbCafIori I infatrnatiOfi, No. Folio No Name Type of Permit _ Address Description Net Area Status 1 01-4139-001-2500 Skyline on Brickell (Brickell Bay Village Apartmen MUSP 2101-2105 Brickell Avenue Residential CORAL WAY A 2 01-4140-032-0820, 01 4140-032-0840 .� _. Q . Metropolitan, The (Chateau Mirage) - - .. , MUSP u.. e �� 2475 Brickell Avenue -., o .,. , e . t. �, _ Residential . _ . ,. _,., ., @ CORAL WAY fl .... A Submitted Into the pubes connection with Nem'L! on 0/ '1` A. Thompson City Clerk My Home 1' Show Me: Property Information Search By: Select Item MText only Property Appraiser Tax Estimator Summary Details: 'Folio No.: °roperty: Mailing Address: 1 01-4140-032-0840 2475 BRICKELL AVE 1005 IMETR01005 INC PO BOX 823042 SOUTH FLORIDA FL 33082- rroperry mrormauon: (Primary '_one: 5000 MULTI -FAMILY, HIGH DENSITY RESIDENTIAL ICLUC: 0007 RESIDENTIAL - CONDOMINIUM beds/Baths: 1/1 :loots: 0 (Living Units: 1 ,Adj Sq !Footage: 850 of Size: 0 SQ FT 'Year Built: 2001 I regal (Description: THE METROPOLITAN CONDO UNIT 1005 UNDIV .4169937 INT IN COMMON ELEMENTS OFF REC 19604-1579 OR 19642- 2998 0401 1 Sale Information: Sale O/R: (Sale Date: Sale Amount: 1$179,000 19642-2998 4/2001 Assessment Information: (Year: ` 2006 2005 _and Value: $0 $0 (Building Value: $0 $0 vlarket Value: $197,150 $179,230 (Assessed Value: $197,150 $179,230 Exemptions: $0 $0 ``fotal rTaxable Value: $197,150 $179,230 ACTIVE TOOL: SELECT Digital Orthophotography - 2006 0 We appreciate your feedback, please take a minute to complete our survey-. My_Home 1 Progert r_Information I Propertv Taxes_ I My Neighborhood I Pronerty.Appsaiser 147 ft Home I Using_Our Site I About I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. E-mail your comments, questions and suggestions to Webmaster Web Site ©2002 Miami -Dade County. All rights reserved. evf Legend Property Boundary Selected Property ,r • Street Highway Miami -Dade County Water iV W E Submitted.Into the public record in connection with item 1. JL -.°n 01�ZL -4 Priscilla A. Thom P My Home miam + adeago Show Me: Property Information Search By: Select Item .� 61 Text only. Property Appraiser Tax Estimator Summary Details: /r olio No.: 'oroperty: 'Mailing 4ddress: L 01-4139-039-086Q ,2025 BRICKELL AVE 1006 MARTA C ACOSTA 2025 BRICKELL AVE *1006 MIAMI FL 33129-1730 rroperty inrormatlon: (Primary ?one: 5000 MULTI -FAMILY, HIGH DENSITY RESIDENTIAL ICLUC: 0007 RESIDENTIAL - CONDOMINIUM (Beds/Baths: 2/2 =loors: 0 'Living Units: 1 .Adj Sq ((Footage: 1,666 I.ot Size: 0 SQ FT 'Year Built: 1982 regal 'Description: ATLANTIS ON BRICKELL CONDO UNIT 1006 UNDIV .0103% INT IN COMMON ELEMENTS OFF REC 11450-2176 OR 19467- 2631 1200 1 Sale Information: Sale 0/R: 21413-0612 (Sale Date: 6(2003 ACTIVE TOOL: SELECT Digital Orthophotography - 2006 0 %'d; We appreciate your feedback, please take a minute to complete our survey. My_Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Sale Amount: 0$302,000 Home I Using Qur Site I About I Phone Directory I Privacy! Disclaimer Assessment Information: Year: 2006 2005 '_and Value: _ $0 $0 Building Value: $0 $0 Market Value: $369,990 $295,990 (Assessed Value: $369,990 $295,990 fotai Exemptions: $0 $0 !Taxable Value: $369,990 $295,990 153 ft If you experience technical difficulties with the Property Information application, please click here to let us know. E-mail your comments, questions and suggestions to Webmaster Web Site C 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water W E Submitted Into the publie. record in connection item t 19.1 on Oa i."citta A. Thompson City Appendix F: Transit 266o Brickell MUSP SUBMIT:7a r44 k: TO THE PUBLIC REC3Ri..) FO ITEM 213 ONLapi. 29 • Appendix G: Corridor Analysis (Person Trip) SUBMITIEn r71 THE PUBLIC RECORL) ITEM Fz i3 UN 01-2q- 30 • 2660 Brickell MUSP Table: T-6 2660 Brickell MUSP PM - PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE ROADWAY FROM TO SW26RD SW 3 AVE US 1 US 1 SW 3 AVE US-1 SW 27 AVE SE 15 ST SE 15 ST SW 27 AVE SW 26 RD SW 3 AVE US 1 US 1 SW 3 AVE US-1 SW 27 AVE SE 15 ST SE 15 ST SW 27 AVE SW 26 RD SW 3 AVE US 1 US 1 SW 3 AVE US-1 SW 27 AVE SE 15 ST SE 15 ST SW 27 AVE SW 26 RD SW 3 AVE US 1 US 1 SW 3 AVE US-1 SW 27 AVE SE 15 ST SE 15 ST SW 27 AVE DIR EB WB NB SB MIAMI ADOPTED LOS E E E E CORRIDOR TYPE 2 LD-COUNTY 2 LD-COUNTY 2 LD-SR 2 LD-SR EB WB NB SB EB WB NB SB EB WB NB SB E E E E E E E E E 2 LD-COUNTY 2 LD-COUNTY 2 LD-SR 2 LD-SR 2 LD-COUNTY 2 LD-COUNTY 2 LD-SR 2 LD-SR 2 LD-COUNTY 2 LD-COUNTY 2 LD-SR 2 LD-SR ROADWAY MODE ROADWAY VEHICULAR CAPACITY 1720 1720 1800 1800 1720 1720 1800 1800 2752 2752 2880 2880 2752 2752 2880 2880 ROADWAY VEHICULAR VOLUME 254 1019 1076 656 356 1426 1507 918 EXCESS PERSON TRIP CAPACITY 2396 1326 1373 1962 ROADWAY PERSON TRIP VIC 0.13 0.52 0.52 0.32 LOS c 268 1075 1136 692 aet 376 1505 1591 969 2376 1247 1289 1911 0.14 0.55 0.55 0.34 1720 1720 1800 1800 1720 1720 1800 1800 2752 2752 2880 2880 2752 2752 2880 2880 268 1075 1136 692 276 1108 1173 696 376 1505 1591 969 387 1552 1643 975 2376 1247 1289 1911 2365 1200 1237 1905 0.14 0.55 0.55 0.34 0.14 0.56 0.57 0.34 Notes: Submitted. in c�►necticrA on vittti nsa A.City C. Table: T-5 2660 Brickell MUSP PM PEAK HOUR VOLUMES Link ROADWAY NAME AT I411giaN1N 01,1 K��,r l`�ilr i/AN`rkk471 N,:4 )n,14. f'1tikoRi) lllj 1 2 DIR PM Peak Hour Wednesda Thursda AVERAGE PM PEAK HOUR VOLUME 8 9 10 11 12 1 SW 26 RD Between US-1 & Miami Avenue EB 209 280 245 254 WB 995 965 980 1,019 LINK 1204 1245 1225 1,273 2 US-1 North of SE 26 Road NB 1031 1040 1036 1,076 SB 616 646 631 656 LINK 1647 1686 1667 1,732 2 Location of Count 3 Source of Data: RGA=Richard Garcia & Associates, Inc. 4 Beginning of data count 5 Ending of data count 6 Peak Seasonal Correction Factor obtained from 2005 Florida Traffic Information CD, Miami -Dade South Category 8701 7 Axle Correction Factor obtained from 2005 Florida Traffic Information CD 8 Link Direction 9 & 10 Raw Data 11 Average of Count 12 Peak Season Adjusted PM Peak Hour Calculation=Average•PSCF*ACF 13 Classification from FDOT QJLOS HB 14 LOS from table 4-4; FDOT Q/LOS HB page 91. SUBMITTED INTO THE PUBLIC RECOFD FOR lTEMi ONo/zL/o. c0 Richard Garcia and Associates, Inc. 2005 Table: T-6B 2660 Brickell MUSP Project Traffic ROADWAY FROM SW 26 RD TO DIR Percent Ingress Percent Egresss Net Vehicle Trips - IN Net Vehicle Trips - OUT Net Vehicle Trips - TOTAL SW 13 ST US 1 EB 6.10 3.66 5 3 8 US 1 SW 13 ST WB 24.39 15.85 20 13 33 US-1 SW 27 AVE SE 15 ST NB 28.05 17.07 23 14 37 SE 15 ST SW 27 AVE SB 2.44 2.44 2 2 4 Notes: TOTAL 82 SUBMITTED INTO THE PUBLIC RECORD FOR ITEMozi3 ON oi-zq-o. Appendix H: Intersection & Driveway SUBMITTED INTO THE PUBLiC RECORD FOR ITEMz 13 ONoi-zo9. 31• 266o Brickell MUSP 2660 Brickell MUSP .!!.!l:l.: ,I.. Li.. •4... l..:r• •!.l..!{•..,!•.n...11I(....�.....,...:.:1,t:.:.•l..l.nr:.:..•........:..M1....t...l�..�..,..,/....,/:.,....r•.1 l:..u.l:•.•.•r•c. •.�.�. ,, . nr. n,:.••...•<,. \ .£ 5 .5� .. .:,tt. ..{ ..• •.•.. .. ....% . t,: u •.: A„dyg'{�•, t d Ct" ,. , L .•, k �' n r !. ! r�drl�ll�i,/�r/�l/l�r//r) t%h�..e�la"/i�laj!lJlf.h..��k�.gl�i..�l�r/lug'rJrMNAA7AfihhLlhldrvl�h..h'�/I,K%kh.l:���+1,�.:H.n.A.:2• �t ,r !•.,. ...a., ...,•.:.,, f •1. .. •..\,4.. A . t y ; ; �r.::: •.,.,.•..•,..,r.:r.l..•n.,l.,..:...,.•.•.,.,.,, .. Lu .., \. . .l• V�. •.{ ... •. ,e L .. ..n ..)..Je,S 1 6. ,,..b.i fY 7 i. ................:ln..l.l.l.f._.1•l:r.. ..•...r ,,.,. •.!•..:., .!•. •,.,.r t. . . .l .. .. ... i.. ... .•• •\5:.u,. •{•.:.�...\.. ,•.vt:.fi\ i�(..•.. ti'ty ,.;.. �'�E5 $,\ SLe A�,: :. .,.. /p/ ���, .. �nl.:y In. "J i*AWAY: h�(l(laflc,ri./r.YMrhr�l�ilrlra,+hl•�nikA,.<./T:aO:•15i.:..4..)..1.111�rn>!�!7•Iv:RHh'3.�5//�dr(le'�11.k�hr�/r.���iiil�'J"�'hrh�ll .l. •.:n., ..., f•...4...r:.. =i..•4 •!. 1. .• .• .. ..{t.. �.2.Y�,''il•i.', �\„��•�, �.•Y ! .( ! •.: .. .. �lt�}:. �. , ,myv .: •4• ,1 •. ,. �y+ :.,.• .....�.,.....1A......•. :. K: ::5 ..,.�: .�••. v�,�1yN5 i s Cam@ \ •. A �y rP(`alfllvl.�t,r l.;o•••.•,......:..,..::..::•..:: . :: r, .d r•�l...11.. :.f •..,,: t k 'yi'0�1y4�i ,.: .r .x. .: .., f.. 1. .: •.••! :..:.. ��'l, A..; SI. •s; ,. ` �'fSxi�.,� .: y did .:,:••.:, :,, �.. :... ....v...1•. :. 4 !. .. :! (•. ••.{:. Ir•. 5...5,rV5\. 11:• �\' 11C Y l ..,5v: .:.-.•: �:: ..: •. .. M L... •.� ,,L,,1.�1A\r,{..,;�!(. r 1:.v :.n �. :� .4 :5 <: _ .. .,. •�•••..••.:..:......... .:.•:�.:.; ,•: :, .•....V•.: •17�.:,.:..., .�.k,.l.:.�... N.. ,.:.:.l.. Y� : ,:.f.4.{�(•.;; •... •.r.. ....,.�.. 1• ;{r'r{{,tY♦\•., ,. C y�, A, ; Cri (\ " - 4'�'•!s' ko .. �",, w. :\.. ,�. r,y ,' % Intersection Existing (2007) .?•,g�Oi.� Proposed (2010) Delay LOS Delay LOS Brickell Avenue(US1) & SE 26th Road 27.3 C 18.4 B South Miami Avenue & South Dixie HWY 27,4 C 30.7 C South Miami Avenue & SE 26th Road 35.5 D 51.0 D Brickell Avenue /US 1 & Driveway£4 yf� rbliif,tt4 lgE�f 9fl(&J £iFgft�tE� Eir i£Eftt�€((i Yf 4ElFffS3S w6'i((Q� { £ #€E% {F t�f i{;E F f! if E 'ft4f ij{fu£Y'lEuif. Ea£E� E441 0.1 A South Miami Avenue & Driveway EFbtEE i't('`'£m ��'�flki`'4f'fE{{4;ii iEf'EE£("',(,9''f £ (i �. tii =E`h _ 0.1 A Note: Sidi-Med Into the' pubEr record inrection with item Z [ on 01- Z- 0� Priscilla A. Thompson City Clerk 07-046 2660 Brickell MUSP Existing Lane Geometry • Submitted Into the pubes' item Z no �g • A. Thompson -`''"'�� City Clerk 07-046 2660 Brickell MUSP PM Existing (2007) Submit Into the public word in connection w item g` Z I on La -LW Priscilla A. Cif HCM Signalized Intersection Capacity Analysis 1: •Brickell Ave/US-1 & SE 26th Rd. 07-046 2660 Brickell MUSP PM Existing (2007) Lane Configurations r Ideal Flow (vphpl) 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 0.95 . 1.00 Frt 1.00 0.85 FIt Protected 1.00 1.00 Satd. Flow (prot) 3539 1583 Fit Permitted 1.00. ..1.00 Satd. Flow (perm) 3539 1583 Volume (vph) " 0 , 747 414. Peak -hour factor, PHF 0.96 0.96 0.96 Adj. Flow (vph) 0 778 : 431 Lane Group Flow (vph) 0 778 431 Turn Type ,.: ; . Perm : `. Perm Protected Phases Permitted Phases Actuated Green, G (s) Effective: Green;g (s); Actuated g/C Ratio Clearance Time (s), Vehicle Extension (s) Lane Grp Cap, (vph). v/s Ratio Prot vls Ratio Perm v/c Ratio Uniform Delay; d1. Progression Factor Incremental Delay, d2' Delay (s) Level 0f Service Approach Delay (s) Approach LOS' 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 158 0.96 165 165 Prot 1_. 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 1022 0.96 1065 1065 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 23 0.96 24 24 Perm 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 230 0.96 240 240 Prot7 ,v�i� N17VL y� NV11 Vi int r 4. r 1900 1900 1900 1900 ,1900 4.0 4.0 4.0 4.0 0.86 1.00 0.95 1.00 1.00 0.85 1.00 0.85 1.00 1.00. 1.00 1.00 6408 1583 3539 1583 1.00 1.00 1.00 1.00 6408 1583 3539 1583 719 :..16 0 491 59 0.96 0.96 0.96 0.96 0.96 749 17 0 511 61 749 17 0 511 61 Perm Perm Perm 4 2 6 4 42.0 42.0 10.0 55.0 55.0 11.2 34.0 34.0 44.0 44.0 :::9.0 57.0. 57:0 ,.10 2 35.0 35.0 0.44 0.44 0.09 0.57 0.57 0.10 0.35 0.35 6.0 6.0 ":3.0 6.0 6.0 3.0: 5.0 5.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 1557 697 : ,309 ., 2017 , 902 `. , "350; :: 2243 • 554 0.22 0.05 c0.30 c0.07 0.12 0.27 0.50 0.62 0.53 20.121,5. 43.5. 1.55 1.74 1.00 09 .;.32 18 32.0 40.8 45.3 C q D 35.2 0.02 :. . 0.53 0.03 0.69 0.33 13.2 9.4. .43.4 23.9 1.00 1.00 1.75 0.24 03 0.0 48 01 13.5 9.4 80.8 5.8 B A F A 17.6 23.6 B 0.01 0.03 21.4 0.04 0.0 . 0.9 8 19.8 19.8 20.8 20.8 0.21 0.21 50" 5.6 3.0 3.0 736: 329 c0.14 0.04 0.69 0.19 36.7 "32.6 1.00 1.00 2.9 0.3 39.5 32.9 D C 38.8 ..D HCM"Average Control Delay,; HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization c.., ,Critical`Lane Group 27 3 0.65 100.0 71.1% HCM Level of Service Sum of lost time (s) ICU Level of Service 16.0: Submitted Into the pig` record in connection with Item VZ 13 on 0i -2 09 "444 Priscilla A. Thompson _-- ._ City Clerk 07-046 2660 Brickell MUSP 5/17/2007 PM Existing (2007) HCM Signalized Intersection Capacity Analysis PM Existing (2007) floridlvl7-AA51 Timings 1:Brickell Ave/US-1 & SE 26th Rd. 07-046 2660 Brickell MUSP PM Existing (2007) Lane Configurations tf ''ivi ft Vi MI 4+ Volume (Vph) - 747 - 414 158 1022 23 230 719 16 Turn Type Perm Prot Perm Prot Perm Protected Phases 2 1 6 7 4 8 Permitted Phases 2 6 4 8 DetectorPhases - 2 2 ' 1 . 6 6 7 4 4 8 8 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)',: 22.0 22.0 8.0 22.0 22.0 8.0 .21.0 21.0 26.5 26.5 Total Split (s) 40.0 40.0 17.0 57.0 57.0 20.0 43.0 43.0 23.0 23.0 Total SpIkt (%): '.,40% 40% 17% 57% 57% 20% 43% 43% 23% 23% Yellow Time (s) 4.0 4.0 3.0 4.0 4.0 3.0 4.0 4.0 4.0 4.0 All -Red Time (s). - 2.0 2.0 00 .2.0 2.0 00 to = to 10 1.0 Lead/Lag Lag Lag Lead Lead Lag Lag Lead -Lag Optimize? , Yes Yes Yes ' Yes ' Yes Yes' Recall Mode Coord Coord None None None None Min Min Min Min 491 59 Perm Cycle Length: 100 ACtUatadCYCle:Length: 100 Offset: 83 (83%), Referenced to phase 2:EBTL, Start of Green Natural Cycle ; 70 Control Type: Actuated -Coordinated Splits and Phases: 1: Brickell Ave/US-1 & SE 26th Rd. C 01 1-,- 40b-. NO4 02 04 IM.',.:.:11:!---3.".;::21-:,21,-Y-tii.--' 06 \* m7 N 08 SUBm!-Pr-rN Pik,ITO THE ITEM rz 13 CN 01 -2if 07-046 2660 Brickell MUSP 5/17/2007 PM Existing (2007) Timings PM Existing (2007) floridIv17-AA51 1-ICM Signalized Intersection Capacity Analysis 2:'S DIXIE HWY & S Miami Ave pzivfpw Lane Configurations Ideal. Flow (vphpl). Total Lost time (s) Lane Util. Factor Fif-Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph)`'`':..;; Lane Group Flow (vph) Turn,Type Protected Phases Permitted Phases Actuated Green G (s) Effective Green Actuated g/C Ratio Clearance Time s Vehicle Extension (s) Lane Grp Cap; vis Ratio Prot v/s Ratio Perm v/c Ratio Uniform' Delay;" d1 Progression Factor Incremental Delay, d2 Delay (s) level ofService Approach Delay (s) Approach LOS a IF-- .. EBfi1IWB 11lSJA tt 1900 1900 4.0 4.0 1,00 0.95 1.00 1.00 0.95 1.00 1770 3539 0.41 100 763 3539 75 834 0.95 0.95 79 : 878 15 407 79 878 15 407 pm+pt Perm Prot 5 _. 2 2 40.5 37.5 37.5 39.5. 39.5 39.5 0.40 0.40 0.40 30 6.0 3.0 3.0 332 1398 0.01 c0.25 009 0.24 20.4 1.00 04 20.8 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 14 0.95 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 387 0.95 It r 1900.1900 4.0 0.95 1.00 1.00.. 3539 1.00 3539 606 -: 0. 0.95 0.95 638 0 638 0 Perm 6 15.3 48.8 14 3 50.8 0.14 0.51 6.0 3.0 60 , 3.0 3.0 3.0 625 491 ..1798 c0.12 0.18 Q 01 0.63 0.02 0.83 0.35 24.3 .185 417 148 1.00 1.00 0.86 0.16 01 97 26.5 18.5 45.6 25.9 ATAIY 2.9 A 19.5 07-046 2660 Brickell MUSP PM Existing (2007) 4/ i?< 4+ r 4+ r 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 0.95 1.00 . 0.95 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 3539 1583 3539 1583 1.00 1.00 1.00 - 1 0:0 3539 1583 3539 1583 0 813 484 0 1024 75 0.95 0.95 0.95 0.95 0.95 0.95 0 856 509 0 1078 79 0 856 509 0 1078 79 Perm . pm+ov Perm Perm 8 1 8 32.2 47.5 34.2 48.5" 0.34 0.48 60 30 3.0 .3.0 :1210 831 0.24 0.09 0 23 0.71 0.61 286 189 1.00 •1.00 19 13 30.5 20.2 C- C 26.6 4 32.2 32.2 34.2 34.2 0.34 0.34 6.0 6 0 3.0 3.0 1210 c0.30 54:1; 0:05 0.89 0.15 311. 22.8 0.98 0.94 71. 01 37.6 21.5 -D: C 36.5__ HCM Averag&Control Delay HCM Volume to Capacity ratio 27 4 0.76 ctuated C cle Length s too 0 Intersection Capacity Utilization 95.6%• c. Critical Lare Group CM Level of Service Sum of lost time (s)'' ICU'Lbvel of Service 120 E Submitted Into the pubes' recor inc,faction o Item L.08' Priscilla .T� CleK 07-046 2660 Brickell MUSP 5/17/2007 PM Existing (2007) HCM Signalized Intersection Capacity Analysis PM Existing (2007) floridlvl7-AA51 Timings 2:S DIXIE HWY & S Miami Ave 07-046 2660 Brickell MUSP PM Existing (2007) Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) - - Yellow Time (s) Ait-Red Time (s) Lead/Lag Lead -Lag Optimize? Yes Recall Mode None Cycle Length: 100 Actuated Cycle Length 100 I' •• • • • n ' • „ • Offset: 6 (6%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle :60 ' • '," • , Control Type: Actuated -Coordinated 75 pm+pt 5 2 5 4.0 8.0 8.0 8% 3.0 0.0 Lag -3 A-- 4-- R7---Nrg ++ fir 11'11 834 14 387 Perm Prot 2 1 2 2 2 1 6 4.0 4.0 4.0 4.0 22.0 22.0 8.0 22.0 42.0 42.0 19.0 53.0 42% 42% 19% 53% 4.0 4.0 3.0 4.0 2.0 2.0 0.0 2.0 Lag Lag Lead Lead Yes " Yes Yes Yes Coord Coord None Coord 4+ r • 4 606 813 484 1024 pm+ov 6 8 1 4 8 4 8 1 4 4 4.0 4.0 4.0 4.0 23.0' 8.0 26.5 26.5 39.0 19.0 39.0 39.0 39% 19% 39% 39% 4.0 3.0 4.0 4.0 2.0 0.0 2.0 2.0 Lead Yes Min None Min Min 75 Perm Splits and Phases: 2: S DIXIE HWY & S Miami Ave SUPM!TT" '4/ THE „„..4 ITEM 07-046 2660 Brickell MUSP 5/17/2007 PM Existing (2007) Timings PM Existing (2007) floridIv17-AA51 HCM Signalized Intersection Capacity Analysis 3: 'SW 26th Rd. & S Miami Ave 07-046 2660 Brickell MUSP PM Existing (2007) r 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 overnent�r Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util_ Factor. Frt:_.... Fitprotected Satd. Flow (prot) Flt,Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj.. Flow (vph) Lane Group Flow (vph) +1+ 1900 1900 4.0 4.0 1.00 0.91 1.00 1.00 0.95 , 1.00 1770 5085 0.63 1.00 1171 5085 23 " ' . 909 0.90 0.90 26 ..1010. 26 1010 Tu m;Type pm+pt Protected Phases 7 Permitted Phases 4 Actuated Green, G (s) 30.5 Effective Green, g (s) 30.5 Actuated g/C Ratio 0.30 Clearance Time (s),,,`,3.0 Vehicle Extension (s) 3.0 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 643 0.90 714 714 Free 1900 4.0 1.00 1.00 0.95 1770 0.12 229 279 0.90 310 310 pm+pt 3 1900 4.0 1.00 1.00 1.00 1863 1.00 1863 185 0.90 206 206 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 84 0.90 93 93 Perm Free 8 8 27.6 100.0 40.6 34.7 34.7 28.6 '100.0 ..41.6 '35.7. ; 35.7 0.29 1.00 0.42 0.36 0.36 5.6 '30 50 50 3.0 3.0 3.0 3.0 1900 4.0 1.00 1.00 0.95 1770 0.66 1225 292 0.90 324 324 pm+pt 5 2. 49.4 50.4 0.50 '3.0 3.0 LaneGrp Cap (vph) v/s Ratio Prot vfs Ratio Perm v/c Ratio Uniform Delay, `d1 Progression Factor Incrernental Delay d2': Delay (s). Level of Service Approach Delay (s) Approach LOS TS_et:SAP 369 14.54 1583 234 ,665 : 565 655 0.00 0.20 c0.12 0.11 0.03 0.00 0.02 0.45 c0.43 0.06 "c0 22 ;0 00 `: 0.03 0.07 0.69 0.45 1.32 0.31 0.16 0.49 0.46 0.00 0.08 24.5 31 8 0.0 23.2- 23.2 22.0 163 19.3 0.0 ..,17.7 1.00 1.00 1.00 2.22 1.64 3.39 0.24 0.31 1.00 1.00 0.1 15 0.9 164.8 ,02 01 ,05 0.8 00. 0.1, 24.6 33.3 0.9. 216.3 38.3 74.5 4.4 6.8 0.0 17.8 C 19.9 134.5 0.21 6.0 1900 4.0 0.95 1.00 1..00 3539 1.00 3539 659 0.90 732 732 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 5 0.90 6 6 Free 1900 4.0 1.00 1.00 0.95 1770 0.32 -593 19 0.90 21 21 pm+pt 1 1900 4.0 0.95 1.00 .1.00 3539 1.00 3539 43 14 0.90 0.90 48 16 48 16 Free Free : 6 Free 43.7 100.0 41.2 38.5 100.0 44.7 100.0 41.2 39.5 100.00.45 1.00 0.41 0.40 1.00 5.0 3.0 `5.0 3.0 3.0 3.0 1582 1583 264 1398. 1583 0.01 0.01 0.03 0.01 1.00 1.00 0.0 ":0.0. 18.6 0.0 B A 14.9 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle" LengtH (s) Intersection Capacity Utilization c : Critical Lane Group 35.5 0.82 100:0 71.3% HCM Level of. Service Sum of lost time s ICU Level of Service Submitted Into the pubid recor in nection item VZ C'3conon N, Priscilla A. Thompson City Cleric 07-046 2660 Brickell MUSP 5/17/2007 PM Existing (2007) HCM Signalized Intersection Capacity Analysis PM Existing (2007) floridIv17-AA51 Timings - 3` SW 26th Rd. & S Miami Ave 07-046 2660 Brickell MUSP PM Existing (2007) 1 � � Lane Configurations Volume.(vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag , Lead -Lag Optimize? Recall Mode 1tB7gECf.9114 ;rl iTTa SF 1 SERA ,Nl/1f1= V_ VW. 1.1SV T: V1 1 ft+ ) r tt tt r 23 909 643 279 185 84 292 659 5 19 43 14 pm+pt Free pm+pt Perm pm+pt Free pm+pt Free 7 4 3 8 5 2 ;1 6 4 Free 8 8 2 Free 6 Free .7..4 3 8 8 5 2 1 6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 8.0 22 0 8.0 22.0 .22,0 . 8.0 22.0 8.0 22.0 13.0 40.0 0.0 13.0 40.0 40.0 17.0 30.0 0.0 17.0 30.0 0.0 13% 40% 0% 13% 40% 40% 17% 30% 0% 17% 30% 0% 3.0 4.0 3.0 4.0 4.0 3.0 4.0 3.0 4.0 0.0 .. 1.0 0.0 1.0 1.0 0.0 1:0 0.0 1.0 Lead Lag Lead Lag Lag Lead Lag Lead Lag Yes , ::Yes .. Yes Yes Yes Yes Yes Yes Yes None Min None Min Min None Coord None Coord Cycle Length: 100 Actuated Cycle Length 100 Offset 81 (81%), Referenced to phase 2:NETL and 6:SWTL, Start of Green Natural .Cycle; 65 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 26th Rd. & S Miami Ave SUBMITTED INTO THE PUBLIC RECORD FOR ITEM7Zi ON of-zv- 08. 07-046 2660 Brickell MUSP 5/17/2007 PM Existing (2007) Timings PM Existing (2007) floridlvl7-AA51 07-046 2660 Brickell MUSP Proposed Lane Geometry • Submitted Into the in connection ilern on ref-Z Priscilla A. Thompson 07-046 2660 Brickell MUSP PM Proposed (2010) • Submitted No the public re in connection with item Z- f on o-zy-a Priscilla A. Thompson HCM Signalized Intersection Capacity Analysis 1:Brickell Ave/US-1 & SE 26th Rd. 07-046 2660 Brickell MUSP PM Proposed (2010) �oYerner�t Lane Configurations Ideal plow(vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted:`: Satd. Flow (perm) Volume .(vph) Peak -hour factor, PHF Adj. Flow(vph) Lane Group Flow (vph) Turn Type`.'; .:. Protected Phases Permitted.Phases Actuated Green, G (s) Effective Green g: (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) L. Grp Cap (vph) v/s Ratio Prot v/s Ratio Perin. v/c Ratio Uniforrrr Delay 01 Progression Factor incremental Delay d2 Delay (s) (evei,bf. Service Approach Delay (s) Approach; LO ICItt aft 1900 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 0 788 0.96 0.96 0 :..821 0 821 HCM Average Control Dely HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization c Critical Lane Group 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 437 0.96 455 455 Perm L 8 R" i; E_ 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 167 0.96 174 174 Prot 3 ft 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 1084 0.96 1129 1129 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 24 0.96 25 25 1900 4.0 0.97 1.00 0.95 3433 0.18 642 246 0.96 256 256 Perm pm+pt 1 • 4 8 • 6 37.3 37.3 17.0 57.3 57.3 31.7 31.7 :3.93 '393 16.0 59.3 '593. 32.7"32.7 0.39 0.39 0.16 0.59 0.59 0.33 0.33 60 60 3.0 60` 60. 30; 5.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 1391 622 .549 2099 939 495 2079 0.23 0.05 c0.32 c0.05 0.13 0 29 0.02 0.12 0.59 0.73 0.32 0.54 0.03 ^ 0.52 0.40 240 259 372 122 84 25.8, 261: 0.53 0.40 1.00 1.00 1.00 0.33 0.37 14 57 15 :10 01 08 01.: 14.1 16.1 38.7 13.2 8.5 : 9.3 9.8 B A A A 14.9 16.4 9.7 ttt'. 1900 4.0 0.86 0.99 1.00 6357 1.00 6357 759 0.96 791 835 _18.4 0.70 1000 63.4% HCM 'Level "of Service Sum of lost time (s) ICU Level of Service ++ 1900 1900 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 42: 0 . 518. 0.96 0.96 0.96 44 0 540 0 0 540 16 0: 1900 4.0 1.00 0.85 1.0'0 1583 1.00 1583 63 0.96 66 66 Perm. 2 17.5 17.5 18.5 18.5 0.18 0.18 6.0 6.0. 3.0 3.0 65.5 ,..293 c0.15 0.04 0.82 0.23 39.2 34:7 1.00 1.00 83 0:4 47.5 35.0 SubMitted WO the vet Greco �� gontiecOon item i - J. 2 ont- 2 Priscilla A. Thompson City Clerk 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) HCM Signalized Intersection Capacity Analysis PM Proposed (2010) floridlvl7-AA51 Timings . 1: Brickell Ave/US-1 & SE 26th Rd. 07-046 2660 Brickell MUSP PM Proposed (2010) one GroeP Lane Configurations Volume (vph) .` Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) M rumum Split (s) Total Split (s) Total'Split (%).. Yellow Time (s) All -Red Time (s) Lead/Lag Lead Lag Optimize? Recall Mode S tttt.) 24 246 759 Perm pm+pt 1. s 2 4 8 6 2 ,. 4 4 3 8 8 1 6 2 2 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 22.0 22.0 8.0 22.0. 22.0 8.0 22.0 21.0 21.0 40.0 40.0 20.0 60.0 60.0 17.0 40.0 23.0 23.0 40% 40% 20% 60% ` 60% 17% 40% 23% 23% 4.0 4.0 3.0 4.0 4.0 3.0 4.0 4.0 4.0 2.0 2.0 0.0 2.0 2.0 . 0.0 1.0 1,0 1.0. Lag Lag Lead Lead Lag Lag Yes Yes Yes Yes Yes Yes Coord Coord Max Coord Coord Min Min Min Min 3Nft r 1L1 788. 437 167 1084 Perm Prot 4 3 8 tit 518 63 Perm elpf e�see�o��r�atnary Cycle Length: 100 Actuated Cycle Length:,100 Offset: 83 (83%), Referenced to phase 4:EBT and 8:WBT, Start of Green Natural;Cycle 60 Control Type: Actuated -Coordinated Splits and Phases: 1: Brickell Ave/US-1 & SE 26th Rd. \'11' el e2 4C e3 -" P' e4 "e6 4e8 SUBMTTFD INTO THE PUBLIC -CORD FOR ITEM.J:)NZLI-O. 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) Timings PM Proposed (2010) floridlv17-AA51 HCM Signalized Intersection Capacity Analysis 2:' S DIXIE HWY & S Miami Ave 07-046 2660 Brickell MUSP PM Proposed (2010) Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Row (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) Lane Group Flow (vph) Tum Type Protected Phases Permitted Phases ......... Actuated Green, G (s) Effective Green, g(s), Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) 1900 4.0 1.00. 1.00 .0.95 1770 0.39. 732 96 0.96 . -100 100 pm+pt 5 ..2 .. 36.5 31.5 37.5 33 5 0.38 0.34 11, 6l) 3.0 3.0 fl 1900 1900 4.0 0.95 1.00 1.00 .: 3531 1.00.: 3531 880 0.96 917 932 14 0.96 15 0 1900 4.0 0.97 1.00 0.95 3433 0.95 3433 410 0.96 427 427 Prot 1 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 653 0.96 680 680 15.5 42.0 14.5 44.0 0.14 0.44 '30 60 3.0 3.0 1900 0 0.96 0 0 Perm :. it -r NE " SL WT,:;aS7VR ++ 1900 1900 4.0 095 1.00 1.00 3539 1.00 3539 0 '860 0.96 0.96 0 896 0 896 1900 1900 1900 1900 4.0 4.0 4.0 1.00 0.95 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1583 3539 1583 1.00, 1.00 1.00 1583 3539 1583 510 0 1081 79 0.96 0.96 0.96 0.96 531. 01126 82 531 0 1126 82 Perm : Perrn 4 8 38.0 38.0 40.0 40.0 0.40 0.40 60 6.0 3.0 3.0 Lane Grp Cap (vph)h v/s Ratio Prot ws Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor ircrementai Delay d2 Delay (s) t eve1 of Service, Approach Delay (s) Approach LOS 3,16 1183, 0.01 c0.26 0.32 0.79 20 7 30.0 1.00 1.00 21.3 33.6 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle _Length (s) Intersection Capacity Utilization c Cntica! Lane Group 32.4 30.7 , 0.82 1OQ.0 79.1 % ;498 -1557 c0.12 0.19 0.86 1.17 12`2 61.2 0.44 19.4 0.92 0 2 .: 18.1 8' 34.7 HCM Level'of.Service Sum of last ICU Level of Service 1416 633 0.25 0.34 0.63 0.84 24 1 -27 1 - 1.00 1.00 2 2 12 6 26.3 39.7 31.3 12.0 C 4 38.0 38.0 40.0 : '40.0 0.40 0.40 6,0 6.0 3.0 3.0 1416 633 0.32 0.05 0.80 0.13 26.4 1:9.0 0.86 0.50 3:2 03 25.9 9.8 C A 24.8 SUBMITTED INTO THE PUBLIC RECORD F , ITEM 12zi3 ON oi-zv-0(i. 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) HCM Signalized Intersection Capacity Analysis PM Proposed (2010) floridlvl7-AA51 Timings 2: S DIXIE HWY & S Miami Ave 07-046 2660 Brickell MUSP PM Proposed (2010) -0 -0. Earle Group Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s), Total Split (s) Total Split (%) Yellow Time (s) Alf -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode 44) ++ ++ 96 880 410 653 860 pm+pt Prot 5 2 .1 6 8 2 8 4 5 2 1 6 8 8 4 4 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 8.0 : 22.0 8.0 -`22.0 22.0 22.0 22.0 22.0 8.0 42.0 19.0 53.0 39.0 39.0 39.0 39.0 8% 42% 19%.:53% 39% 39% 39% 39% 3.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0 0.0 2.0 0.0 2.0 2.0 2.0 2.0 2.0 ......_ ..... Lead Lag Lead Lag Yes Yes Yes Yes Min Min Min Min Coord 510 Perm Coord tt 1081 4 79 Perm Coord Coord itersecbo[ r �<.. ;fig ���-r �� :•-�,��:: Cycle Length: 100 Actuated Cycle Length 100 Offset: 6 (6%), Referenced to phase 4:SWT and 8:NET, Start of Green Natural Cycle 60 Control Type: Actuated -Coordinated Splits and Phases: 2: S DIXIE HWY & S Miami Ave SUBMITTED INTO THE PUBLIC RECORD FOR ITEM Pzis ON 0-zy-,0, 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) Timings PM Proposed (2010) floridlv17-AA51 HCM Signalized Intersection Capacity Analysis 3:`SW 26th Rd. & S Miami Ave 07-046 2660 Brickell MUSP PM Proposed (2010) enient Lane Configurations Ideal Flow (vphp-1) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted .: Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) Lane Group Flow (vph) Turn Type Pm+Pt Protected Phases 7 Permitted Phases 4; Actuated Green, G (s) 53.0 Effective Green, g (s) Actuated g/C Ratio Clearance Time (s)`. Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform. Delay, d1 Progression Factor incremental Delay d2 Delay (s) Levelof Service Approach Delay (s) pproach Li 1900 4.0 1.00 1.00 0.95 1770 0.57, 1063 24 0.90 27 27 ttt 1900 4.0 0.91 1.00 1.00 5085 1.00 5085 980 0.90 1089 1089 43.0 -53.0 , 44.0 0.53 0.44 30 5.0 3.0 3.0 627 2237. 0.00 0.21 0.02' 0.04 0.49 113 20.0 1.00 1.00 01 08 11.4 20.7 B C 46.8 HCM Average Control, Delay HCM Volume to Capacity ratio Actuated Cycle: Length (s) Intersection Capacity Utilization c Group 1900 1900. 1900 1900 .1900. 4.0 4.0 4.0 4.0 4.0 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.95 1.00 1.00 0.95. 1583 1770 1863 1583 1770 1.00 . 0.18 1.00 1.00 0.59 1583 339 1863 1583 1101 678 294. '195 89 318 0.90 0.90 0.90 0.90 0.90 753 327 217 99 353 753 327 217 99 353 Perm pm+pt Perm pm+pt 3 8 5 4 8 8 `2: 43.0 53.0 43.0 43.0 34.0 44.0. :53.0 ; 44.0 ` 44.0 35.0.: 0.44 0.53 0.44 0.44 0.35 50 -305.0: 50, 30. 3.0 3.0 3.0 3.0 3.0 697 :, 308..` 820 .. 697 472 899 c0.10 0.12 c0.10 c0.22 0 48 :" 0 47 0 06 0 1.6 1.08 1.06 0.26 0.14 0.75 0.87 28 0 : 17.2 17 7- 16 7 27.3 1.00 2.87 2.40 7.12 0.91 0.96 . 57 9 61.1 0 1 : 0 1, 5.6 7.7 85.9 110.3 42.8 119.1 30.3 41.8 38.1 51.0. 0.97 100.0 78.1 88.8 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 700. 0.90 778 778 24.4 25.4 0.25 5.0 3.0 1900 1900 4.0 4.0 1.00 1.00 0.85 1.00 1.00. 0.95 1583 1770 1.00 0.22 1583 414 8 25 0.90 0.90 9 28 50 16 9 28 50 16 Perm pm+pt Perm 1 2 6 6 24.4 23.6 17.0 17.0 25.4 _23.6 18.0 18.0, 0.25 0.24 0.18 0.18 5.0 '3.0 5.0 5.0 3.0 3.0 3.0 3.0 402 174 637 285 0.01 0.01 0.01 0.03 0:01 0.02 0.16 0.08 0.061 28.0 30.2 34.1 '.:34.0 0.89 1.00 1.00 1.00 0.0 0:4 0.1 :0.1 24.8 30.7 34.2 34.0 C 33.1 1900 4.0 0.95 1.00 1.00 3539 1.00 3539 45 0.90 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 14 0.90 HCM Level `of.Service, Sum of lost time (s) ICU Level of Service 12.0' SUBMITTED INT'3 THE PUBLIC RECORLJ FOR ITEM'21' ON oi.-z'-oa. 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) HCM Signalized Intersection Capacity Analysis PM Proposed (2010) floridlvl7-AA51 Timings 3: SW 26th Rd. & S Miami Ave 07-046 2660 Brickell MUSP PM Proposed (2010) )ane, roue Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector :Phases Minimum Initial (s) Minimum Split:(s); Total Split (s) Total Split (%) Yellow Time (s) All Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Nt7 24 980 pm+pt 7 4 4 7 4.0 4.0 8.0 21.0 21;0,: 8.0. 13.0 40.0 40.0 13.0 13% :.40% 40% 13% 3.0 4.0 4.0 3.0 0,0 1.0 1:0 0.0 Lead Lag Lag Lead Yes Yes . Yes Yes Max Coord Coord Max 678 294 Perm pm+pt 3 4 8 4• 3 4.0 4.0 8 4.0 21.0 40.0 40%. 4.0 •1.0 Lag Yes Min 195 89, 318 Perm pm+pt 8 5 8 2 8 5. 4.0 4.0 21.0 8.0 40.0 17.0 40% 17% 4.0 3.0 1.0, 0.0 Lag Lead Yes Yes Min Min 700 8 25 Perm pm+pt 2 1 2 6 2 2 1 4.0 4.0 4.0 21.0 21.0 8.0. 30.0 30.0 17.0 30% 30% 17% 4.0 4.0 3.0 1.0 1.0 0.0 Lag Lag Lead Yes Yes Yes Min Min Min 6 4.0 21.0 30.0 30% 4.0 1.0 Lag Yes Min 6 6 4.0 21.0 30.0 30% 4.0 1.0 Lag Yes Min teW:P..20_ PIPM: Cycle Length: 100 Actuated Cycle Length 100 • Offset: 6 (6%), Referenced to phase 4:SETL, Start of Green Natural Cycle:60 Control Type: Actuated -Coordinated Splits and Phases: 3: SW 26th Rd. & S Miami Ave 4. 01 02 M 03 > m4 e x AVE J 05 06 07_ = mSANS _ SUBMITTED INTO THE PUBLIC RECORD FOR ITEM Vzi ON . 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) floridlv17-AA51 Timings PM Proposed (2010) HCM Unsignalized Intersection Capacity Analysis 4: `Brickell Ave/US-1 & D/W 1 07-046 2660 Brickell MUSP PM Proposed (2010) --r 44-- 4.. 4/ PoweraaerJ4376.44. f SQL Lane Configurations Slgn Control Free Free. Stop Grade 0%. 0% 0% Volume. (veh/h) 0 1390 1095 31 0 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow:rate (veh/h) - : 0 1511 1190 34. 0 16 Pedestrians Lane.idth (ft) Walking Speed (ft/s) Percent :Blockage Right turn flare (veh) Median type Median storage veh) vC conflicting volume 1224 vC1, stage 1 conf vol vC2 stage 2`conf vol tC, single (s) 4.1 tC,2stage(s) tF (s) 2.2 p0 queue free % 100 cM capacity (veh/h) 565 • None 1962.. 612 6.8 6.9 3.5.. 3.3 100 96 55 436 ] Volume Total Volume Lefk Volume Right cSH Volume to Capacity 755 755 793 430 16 0 0 0 34 16 1700 1'700 1700 1700 ;' 436 0.44 0.44 0.47 0.25 0.04 Queue Len th ft 0 Control Delay (s) 0.0 0.0 0.0 0.0 13.6 Lane: LOS Approach Delay (s) 0.0 Approach IL'.. _ Average Delay ; Intersection Capacity Utilization 0.0 45.1% 13.6 SUBMITT) INTO THE PUBLIC l'"'-0.0RD FOR ITEM z ,: l of-zv o°i. 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) HCM Unsignalized Intersection Capacity Analysis PM Proposed (2010) floridlvl7-AA51 HCM Unsignalized Intersection Capacity Analysis 5:.DNV 2 & S Miami Ave 07-046 2660 Brickell MUSP PM Proposed (2010) Hourly flow rate (veh/h) Pedestrians Lane Width (ft) Walking Speed (ft/s) perceptBlockage Right turn flare (veh) Median type -` None Median storage veh) vC, conflicting volume 1397 520 vC1, stage 1 conf vol vC2 2 conf vol it, single (s) 6.8 6.9 ft,2 Stage (s) r tt+ Free 0% oVenken,..,„ Lane Configurations Sigh Control Stop Grade 0% Volunne (veh/h) 0 Peak Hour Factor 0.92 0 17 0.92 18 iF (s) 3.5 3.3 li4Oetle...free 96 cM capacity (veh/h) 132 501 Nipionio„Totai, Volume Left Vlume Right cSH yolpfno_t9 Capacity: Queue Length (ft) Control D&ay (s) Lane LOS Aproach Delay (s) Approach LOS Average Delay Intersection Capacity Utilization +++ Free 0% 937 19 0 1017 0.92 0.92 0.92 0.92 1018 21 0 1105_ tir_MTW_Fam;::-mma, 6 o 0 18 0 21 0 501 1700 1700 1700 1700 1700 '• 3 o 125 00 00 00 00 00 B 125 00 00 1§, 1039 4.1 2.2 665 :„ :•••, •• .•••' • SUBMITT:' 'NTO THE PUBLiC Pr 10 Fr- i-TEM pz 1.3 07-046 2660 Brickell MUSP 5/17/2007 PM Proposed (2010) HCM Unsignalized Intersection Capacity Analysis PM Proposed (2010) floridIv17-AA51 EXHIBIT 17-2. LEVEL -OF -SERVICE CRITERIA FOR TWSC INTERSECTIONS Level of Service A B C D E F Average Control De'ay (s/veh) 0-10 > 10—'15 > 15-25 > 2535 > 35-50 > 50 Chapter 17 - Unsignalized intersections 17-2 Methodology - TWSC Intersections EMITTED INTO THE SLIC RECORD FOR fEM z i'g ONar?v-off