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Home My WebLink AboutTraffic Impact Analysis• • • BOYMELGREEN 3050 Biscayne MAJOR USE SPECIAL PERMIT TRAFFIC IMPACT ANALYSIS PREPARED BY: RICHARD GARCIA AND ASSOCIATES 9.17.04 • • • 1.0 EXECUTIVE SUMMARY This following details the results of a traffic impact study for 3050 BISCAYNE. The purpose of this study was to identify the traffic impacts associated with the project, which will be located at 3050 Biscayne Boulevard. The project will consist of 301 Residential Condominium units, 8,339 square feet of Specialty Retail, 2,583 square feet of Quality Restaurant, and 1,095 square feet of General Office. The goal of this report is to present, for the study intersections and transportation corridors, the existing and future traffic conditions with project and committed development in the study area. 1.1 Existing PM Peak Hour Traffic Performance Traffic performance was calculated at seven intersections in the vicinity of the project. Results of the existing conditions analysis indicate that two of the study intersections operate beyond the allowable LOS E+ standard. • US-1 and NE 26th St is operating at LOS A • US-1 and NE 29th St is operating at LOS A • US-1 and NE 33rd St is operating at LOS A • US-1 and NE 36th St is operating at LOS F • NE 2°d Ave and NE 29th St is operating at LOS D • NE 36th St and NE 2"d Ave/Federal Hwy is operating at LOS F • Project Driveway @ US-1 and NE 30th St is operating at LOS B 1.2 Future (2005) PM Peak Hour Traffic Performance with Project Plus Committed Development The results of the analysis of future traffic conditions with the project plus committed traffic indicate that conditions will not worsen significantly when project traffic is added. Table l: Intersection LOS Performance Intersection Level of Service Delay Volume/Capacity, Existing / With Project +Committed Existing / With Project +Committed Existing / With Project +Committed US-1 and NE 26th St A / A 5.4 / 5.5 .56 / .56 US-1 and NE 29th St A / A 7.7 / 7.7 .591.59 US-1 and NE33t`` A/A 6,1./6.1 .53/.53 US-1 and NE 36th St F / F 174.5 / 174.7 1.121 1.13 NE 2"d Ave and NE 29th St D / D 47.5 / 49.3 .68 / .69 NE 36th St and NE 2"d Ave/Federal Hwy f / F 101.1 / 102.8 .73 / .73 Project Driveway @ US-1 and NE 30th St B / B 224.1 / 259.9 .65 f _69 1.3 Corridor Analysis A corridor analysis was performed as called for in the Miami DRIL Here, person trip volume and capacity analysis was examined. When the analysis uses the corridor concept as allowed in the person trip methodology, as set forth by the City which entails summing the capacity of the parallel corridors, all segments perform better than the required LOS E, and no worse than LOS B. Table 2: Person Trip Volume and Capacity Analysis ROADWAY FROM TO Biscayne Blvd NE29St NE 36 St DIR NB Roadway Segment MIAMI ADOPTED Roadway LOS LOS Total Segment TOTAL SEGMENT LOS NE 36 St NE 29 St SB NE 2 Ave NE 29 St NE 36 St NB E B NE 36 St NE 29 St SB E B NE 29 St Biscayne Blvd N Mia Ave NE 36 St N Mia Ave Biscayne Blvd EB WB E B E B Biscayne Blvd N Mia Ave EB E B N Mia Ave Biscayne Blvd WITH BACKGROUND TRAFFIC (2007) Biscayne Blvd NE 29 St NE 36 S WB E B NB E B B NE 36 St NE 29 St SB E NE 2 Ave NE 29 St NE 36 St NB E NE 36 St NE 29 St SB E i3 NE 29 St Biscayne Blvd N Mia Ave NE 36 St N Mia Ave Biscayne Blvd EB E WB E Biscayne Blvd N Mia Ave N Mia Ave Biscayne Blvd EB E • • • ROADWAY DIR MIAMI ADOPTED LOS Roadway Segment Total Segment Roadway LOS TOTAL SEGMENT LOS FROM TO WITH BACKGROUND AND COMMITTED TRAFFIC Biscayne Blvd NE 29 St NE 36 St NB E B B NE 36 St NE 29 St SB E B B NE 2 Ave NE 29 St NE 36 St NB E B B NE 36 St NE 29 St SB E B B NE 29 St Biscayne Blvd N Mia Ave EB E B B N Mia Ave Biscayne Blvd WB E B B NE 36 St Biscayne Blvd N Mia Ave EB E B B N Mia Ave Biscayne Blvd WB E B B WITH PROJECT AND BACKGROUND AND COMMITTED TRAFFIC Biscayne Blvd NE 29 St NE 36 St NB E C B NE 36 St NE 29 St SB E B B NE 2 Ave NE 29 St NE 36 St NB E B B NE 36 St NE 29 St SB E B B NE29St Biscayne Blvd N Mia Ave EB E B B N Mia Ave Biscayne Blvd WB E B B NE 36 St Biscayne Blvd N Mia Ave EB E B B N Mia Ave Biscayne Blvd WB E B B Recommendations It is recommended that the City approve this development, as it has no signifigant negative impacts to traffic and circulation in the study area. 1.0 Introduction This following details the results of a traffic impact study for 3050 BISCAYNE. The purpose of this study was to identify the traffic impacts associated with the project, which will be located at 3050 Biscayne Boulevard. The project will consist of 301 Residential Condominium units, 8,339 square feet of Specialty Retail, 2,583 square feet of Quality Restaurant, and 1,095 square feet of General Office. The goal of this report is to present, for the study intersections and transportation corridors, the existing and future traffic conditions with project and committed development in the study area. 2.0 Traffic limpid Analysis Methodology In order to review the impact this project has on traffic in the study area, an analysis was performed, which conforms to the analysis suggested in the Miami DRI, by which intersections and corridors are studied and level of service is provided for vehicles, persons and transit. The following scope of services for the work performed was agreed upon by Consultant for the Developer and the Consultant for the City. Upon field review of existing conditions it was determined that several of the agreed upon intersections would be impractical to analyze. In such cases, alternative intersections were analyzed. It is believed that the final set of analyzed intersections is provides a more conservative view of the study corridor_ For example, Biscayne Boulevard at NE 3151 St is essentially the same as the project driveway and US -I at 30th Street. To analyze this would be redundant. Alternatively US-1 and 26th Street was analyzed along with the project driveway. Similarly, NE 2"d Ave at NE 30th St is fenced off and 2"d Ave at NE 31" St has no access. These were replaced with intersections of NE 2"d Ave and NE 29th Street and NE 36`'' Street. In total seven intersections were analyzed instead of six. The final list includes: • US-1 and NE 26th St • US-1 and NE 29th St • US-1 and NE 33`d St • US-1 and NE 36th St • NE 2"d Ave and NE 29th St • NE 36th St and NE 2"d Ave/Federal Hwy • Project Driveway @ US-1 and NE 30th St Traffic Study - Scope of Services 1 Traffic Counts Full set of updated traffic counts, (six in total) including turning movement's peaks, adjusted seasonally as required for the Vehicle LOS analysis: • Lin -signalized o Project Site Driveway o Biscayne Boulevard @ NE 30th St NE 31" St o NE 2" Ave @ NE 30th St NE3151St • Signalized o US-1 @: NE 33r° St Full set of updated 24 hour traffic counts, adjusted seasonally as required for the Corridor LOS analysis: • • • • • • • North / South (between NE 29th St and NE 36th St) @ • Biscayne Boulevard • NE 2nd Ave • East / West (between Biscayne Blvd and N Miami Ave) @ • 29"h Street • 36th Street 2 Traffic Impact Analysis (Intersection Level of Service and Corridor Analysis for Pedestrians, Transit, Vehicles) • Data Generation • Inventory Intersection Geometry • Collect Signal Timing Data • Calculate Trip Generation for applicable land uses using the PM peak hour • Calculate trip reductions • Vehicle occupancy adjustment for Miami from Increment 11 DRI • Transit, 14.1%- If the project is within `/2 mile of both Metrorail and Metro mover stops. The 14.1 percent reduction is consistent with the Increment 1I DRI methodology. Vehicular occupancy adjustment so 16% and Bike and pedestrian adjustments of 10%. • Vehicle Trip Conversion — Vehicle tips are converted to person trips, utilizing a factor of l.4 as specified in the DRI Update Increment II, and accepted by FDOT. • Person trips will be calculated and assigned to the Transit and Pedestrian/Bicycle Modes. • Distribute trips via Cardinal Trip Distribution obtained MUATS for 2005. • Assign trips to transportation network • Evaluate transit capacity on this study corridor • Assess Planned Roadway Improvements • Committed developments within the study area. Any MUSP, Class 11. or RAC projects either approved or under construction between Biscayne Bay, NE 36th Street, Miami Avenue, and NE 29th Street, or within '/2 mile from the project site. It is agreed that the Developers Consultant will supply the City's Consultant with a list of committed developments and a location map of those developments, for their concurrence prior to analysis. • Analysis • Intersection Analysis. Signal 2000 analysis is performed on each intersection. Intersection levels of service were calculated with this software, which strictly follows the procedures outlined in the 2000 Highway Capacity Manual (HCM). • Required input for Signal analyses includes: • roadway geometry • turning movement volumes • traffic signal timing (cycle lengths and phasing) • Corridor Analysis for four corridors, utilizing the person -trip capacity analysis performed using the same person -trip volume, capacity and LOS methodology as specified in the Increment ll DRI for Miami for the Transportation Corridor. 1 North / South (between NE 29th St and NE 36th St) • Biscayne Boulevard • NE 2" Ave 2 East / West (between Biscayne Blvd and N Miami Ave) • 29" Street • 36th Street • Proposed Traffic Control Management 2.1 Scope Development Meetings Telephone conversations were held with the City of Miami's Traffic Consultant to review the parameters of this scope of services. In recent studies, utilization of methodology set forth in the City of Miami Downtown DRI has been used. • • Project Location Legend • Project Site THE CORRADINO GROUP Boymelgreen MUSP Site Location • 3.0 Data Development Traffic impact analyses strive to quantify the existing conditions of a study area prior to the development of a particular site. The specific development is then measured in terms of its impact on the project area. This impact is combined with other committed developments to be built in the area, and projected to the developments year of completion. Generally projects of this nature are constructed within three years, therefore it is not as important to project traffic growth due to the minimal impact it will have. 3.1 Traffic Counts Traffic performance was calculated for the PM Peak hour, as required by the Downtown Miami DRI. These were performed on October 4 and 5, 2004. Traffic counts (TMC and ATR appendix) were taken at seven intersections: I US-1 and NE 26th St 2 US-1 and NE 29th St 3 US-1 and NE 33`d St 4 US-1 and NE 36th St 5 NE 2nd Ave and NE 29th St 6 NE 36th St and NE 2"d Ave/Federal Hwy 7 Project Driveway @ US-1 and NE 30th St Geometric conditions were developed from onsite observation. Volumes were adjusted for peak season factors as suggested by FDOT's Transportation Statistics Office (see labeled appendices for each) 3.2 Signal Data Signal data was collected from the computerized Miami -Dade County Traffic Control System. • US-1 and NE 26th St has a cycle length of 115 seconds in the PM peak. • US-1 and NE 29th St has a cycle length of 115 seconds in the PM peak. • US-1 and NE 33rd St has a cycle length of 115 seconds in the PM peak. • US-1 and NE 36th St has a cycle length of 1.60 seconds in the PM peak. • NE 2"d Ave and NE 29th St has a cycle length of 114 seconds in the PM peak. • NE 36th St and NE 2" Ave/Federal Hwy has a cycle length of 160 seconds in the PM peak. • Project Driveway @ US -I and NE 30th St is unsignalized. 3.3 Trip Generation An essential aspect of development of a quality traffic impact analysis is to measure the future impact of the planned development on the existing conditions. Trip generation rates were obtained from the Institute of Transportation Engineers, Trip Generation Handbook, 6th Edition. The 3050 BISCAYNE project will consist of 301 Residential Condominium units, 8,339 square feet of Specialty Retail, 2,583 square feet of Quality Restaurant, and 1,095 square feet of General Office. Note that a 16 % occupancy adjustment has been made based on Miami's 1.4 persons per vehicle versus ITE's 1.2 persons/ vehicle. Transit trip reductions are based on projected modal splits used in the original Downtown DRI, and pedestrian and bicycle reductions were based on the Downtown Characteristics and reduced by 10%. All methodologies are based on the Downtown Miami DRI Increment II. • • • • • • This project will generate a gross of about I58 total trips. With adjustments for transit, vehicle occupancy and pedestrian and bicycles there will be 93 net vehicle trips associated with the development. Converted into person trips for vehicle and transit modes there will be 164 trips in addition to 22 pedestrian and bicycle trips, for a total of 186 person trips. Data for this is in the Trip Generation appendix. Trips were then distributed using the cardinal trip distribution for TAZ number 503. This distribution is based on the MUATS & year 2025 LRTP Update from the Miami Dade MPO. This has been done for incoming and outgoing trips. Distribution and assignment data can be found in the Trip Distribution appendix. 3050 Brickell MUSP Project Cardinal Distribution (TAZ 503) DIRECTION DISTRIBUTION % 13.28 4.64 5.33 10.39 12.76 21.80 14.93 16.87 100.00 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. • • • • • Traffic Assignment: Percent in L_, 261161 Ano Iyzed Irtorsecti con ttyp 1. Figure: 3050 f 156AYNE MU 9 PERCENT % INGRESS RGA Traffic Assignment: Percent Out Anolyet] 3nrerseatian Ity0) —r gure: 3050 0t€CAYNE 1v11369 PERCENT °e EGRESS • • • • • Site ProjeQt Trip Otaneration Analysis Lanes Use 4LU) Unite ITE 1_1) CO E _ PM peAK HOUR TRIPS rre TFUP OEP.IERATiON RATE IN OUT TOTAL - '7,4 Trips. re 10 n ‘E.4 of -lb 56% II noh. Tripe. -ye 13 1 TRIPS 114 23 2 Filial -I -Mar: RetnIcIr.ntinl Spmcimity Rmiz,lil 0 Lumility Rastmur0 rot G,t,ki offic.,-.. 34)P DO 6.337 SF 2, 5643 r".=F i 095 81- , 73? 614 031 710 r) nii 2 r, 1 7 4c3 1 49 tio% 44% F,79.1... 1 7,3.S. V4.1,1108 OCCA..ipeincy P.O14491rnent 974 1 6 0,ro or oross Tripe ttu,§1. lb 4U'l.i. 1U .40. I ronsot T rip Hochuction alt 14 9% (t irose 1 nde 60% 14 40% 9 24 Pvciestrianisicycie Trip Reduction ini 10.0V.,, cm. oroee Trlicie 60% 10 40%, 6 16 ti.1.14 VOrpii0S0 Tripe, 6.0% et) 40% 37 93 131 i‘in..{. C`n.rhaoow To wn, III Viol ilk:Ai:Re. alk i 1.11 11,erist.Iftssi Voli1c....1 30 79 4 OM, Next 1-Nr.rtsiziiiii 1 riipz in 1 rwnstt 4::aa i ...lia 1^.1rimrsonmt ve-nicae 64...1°Sti • :46 .46% 33 Not Pft“ektr-,r) Trie6 cValtiuto anti Tr*Fit, Mott 60% 88 46% 96 194 on T 1 4E1 Prkrnr-and Vh 1 O% 1 is 2 #41.01 ES: tJJt-VNO"WOW I fel.N I I atiANW,:s Vtl-VIZtge I I t'I15 1 .1: TRANerr TRue REDUCTION BA9E0 ON PROJECTED MODAL_ 9Pu1re Lieu.0 IN 'IrtE LSO. WI%1 1 OVVIN PC OESTRIAN ANO BICYCLE UTIN- ESE OASN THE DOI. iNIVTOWN CHLARACTERV3TIO3.. 4.A.rinotir mr-ntdorsi c)r..11-r. Acir i•-.riNfidn-rra.rr wrn r){11/41,47fWVNI MIAMI ryni-;iinnriort‘i- I. TAfli r i al 3.4 Transit Capacity In attempting to understand the true impacts of the project on corridors in the area, the existing and proposed directional transit volume and capacity was needed. Information was obtained verbally from MDT. Twelve bus routes access the site, with headways of between 10 and 30 minutes. Route capacity in the PM Peak hour is s 2,999. Ridership is about 846 in the peak hour for 2004. The bus transit VIC is .24. There are no rail operations in the study area. • • • • Transit Inventory TRANSIT CORRIDOR TRANSIT ROUTE Additional Description 2003-2005 Peak Hr. Headway # OF TRANSIT VEHICLES IN PM PK HOUR TRANSIT VEHICLES NUMBER OF SEATS TRANSIT VEHICLE LOAD c 150% CAPACITY ROUTE PM PEAK CAPACITY 2004 PM Peak Volume Transit We BUS Biscayne Boulevard 3 20 3 43 65 194 111 .57 16 20 3 44 66 198 99 .50 36 15 4 46 69 276 32 .12 62 10 6 41 62 369 21 .06 T 15 4 46 69 276 152 .55 BM 12 5 46 69 345 14 .04 95 15 4 43 65 258 100 .39 TOTAL 1916 529 18 NE 2 Ave 9 15 4 46 69 27 78 .28 10 30 2 46 69 138 36 .26 TOTAL 414 114 .28 NE 29 Ave 6 30 2 26 39 78 3 .04 TOTAL 78 3 .04 NE 36 St 36 12 5 46 69 345 100 .29 J 15 4 41 62 246 100 .40 TOTAL 591 200 0.34 35 Future Roadway Protects The Study area is becoming an increasingly populated residential area just north of Downtown Miami. It is serviced by arterial surface streets and is close proximity to expressways and transit. The combination of these snake the study area very accessible residential area, which can be attributed to the areas increasing popularity and redevelopment potential. The MPO has over $5.4 Billion in scheduled transportation improvements designed to comprehensively cover a wide array of mobility options. This suggests that the County's mobility will be enhanced. Over the past decade as Miami -Dade County has become more congested, segments of the population have begun to seek alternative transportation options as a way to make mobility efficient. This has been reflected in a continued densification of the Urban Infiil Area and the eastern sections of Miami, due to its central location and its proximity to transit. It is anticipated that this will only be enhanced by the County's exploration of transit, such as the Miami lntermodal Center, the Northeast Corridor Extension and the BayLink projects. In addition, the passage of the $0.005 sales tax for transportation improvements will vastly improve mobility Countywide through the provision of transportation alternatives. Immediate implementation has entailed a reduction of bus transit headways and an increase in fleet size. Miami is positioned to be the direct and indirect beneficiary of this commitment to mobility. The result of which will be the removal of automobile trips from local streets and maintenance of adequate traffic flow. En general, Miami -Dade County will be spending its 80% share of the $16 Billion tax (over 30 years) on the following types of projects. Bus Service Improvements 2003-2008 • Increase bus fleet from 700 to 1335 • Increase current service miles from 27 million miles to 44 million miles • Increase operating hours from 1.9 million hours to 3.3 million hours • Provide I 5-minute or better bus service Rapid Transit Improvements 2003-2008 (Construction of up to 88.9 Miles of countywide rapid transit lines) • Technology and Corridor Improvements • Earlington Heights/ Airport Connector • BayLink • Kendal Corridor • Northeast Corridor • Rail Extension to Florida City • Douglas Road Extension Major Highway and Road Improvements 2003-2013 • Upgrade the County's Traffic signalization system • Construct major ingress/egress improvements in downtown Miami, from SW 8th St. to SW l' Avenue. • Accelerate Program to provide ADA accessibility to bus stops throughout the county. There are no other roadway improvements scheduled for the project area. 3.6 Committed Developments A review of the most recent "Private Development Report" issued by the City of Miami searched for any MUSP, Class II, or RAC projects either approved or under construction between Biscayne Bay, NE 36th Street. Miami Avenue, and NE 29th Street, or within ''A mile from the project site. • • • • • • Over thirty applicable developments were found. According to the City, the following eleven are the only ones that are applicable or that data exists for. These include: • 5`a Ave Lofts • Avant • Biscayne Bay Lofts • Edgewater Towers • Gallery Art Condo • Platinum • Sky Residences • Shops at Midtown • Shops at Midtown Midblock • Tuttle Street Project • Paramount @ Edgewater Traffic Impact Analysis reports from each of these developments were examined. Trip generation and distribution information was gathered and incorporated into this analysis. Detailed data is shown in the Committed Developments appendix. Overall there are 678 committed trips associated with these developments. This equals 950 person trips, and 155 transit trips. Location of Committed Developments Legend • Project Site ak Committed Development THE CORRA©INO GROUP Boymelgreen MUSP Committed Development • • • • • • 4.0 Analysis The data collected in the categories specified above has been utilized in the methodology arrived at by the project team in consultation with the City of Miami. An analysis that takes into account LOS of vehicles, persons and transit at intersection and along corridors was performed. Traffic counts were adjusted for peak season and background growth rate for 2% was provided for two years. Site traffic percentage as assigned to the vehicle trips and person trips, and total trips in vehicles and persons was provided. This was done for each leg of each intersection. See the Intersection Analysis appendix.. Level of Service analysis was performed for the existing conditions. Growth trends were analyzed and level of service analysis was performed for future conditions, three years out. Then a person trip volume and capacity analysis was performed. 4.1 Level of Service Level of Service (LOS) is the traffic performance measure generally accepted in traffic analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). LOS B. LOS C, LOS D and LOS E indicate intermediate conditions. Applicable levels of service were developed from FDOT's 2002 Q/los Tables for each roadway classification. QUALITY ANT, OF SFRv10E C D 4.2 Existing Conditions LOS Analysis The traffic counts for each intersection were input in to the SINGAL 2000 and Synchro software for a Capacity analysis. Individual outputs can be found in the Intersection Analysis appendix. The results of this analysis shows that all but two of the intersections function within the acceptable range. o US -I and NE 26th St is operating at LOS A o US -I and NE 29th St is operating at LOS A o US -I and NE 33"' St is operating at LOS A o US -I and NE 36`h St is operating at LOS F o NE 2" Ave and NE 29th St is operating at LOS D o NE 36t1 St and NE 2" Ave/Federal Hwy is operating at LOS F o Project Driveway @ US-1 and NE 30th St is operating at LOS B 4.3 Future Conditions With Project and Committed Development IDS Analysis The results of the analysis of future traffic conditions with the project and the committed developments, indicate that with the addition of the natural growth in traffic and growth of background traffic from other projects, the performance of the study intersections are expected to remain relatively constant. There will be no degradation in LOS letter grade, and insignificant degradation in delay (1.8 seconds at its worst) and V/C (0.01 at its worst). o US-1 and NE 26th St will operate at LOS A o US-1 and NE 29th St will operate at LOS A o US-1 and NE 33`d St will operate at LOS A o US -I and NE 36th St will operate at LOS F o NE tad Ave and NE 29`h St will operate at LOS D o NE 36th St and NE 2nd Ave/Federal Hwy will operate at LOS F o Project Driveway @ US -I and NE 301h St will operate at LOS B Table 5: Intersection LOS Performance Intersection Level of Service Delay Volume/Capacity Existing / With Project +Committed Existing / With Project +Committed Existing / With Project +Committed US-1 and NE 26t St A / A 5.4 / 5.5 .56 I .56 US-1 and NE29thSt A/A 7.7/7.7 .591.59 US-1 and NE33`d A/A 6.1/6.1 .53/.53 US-1 and NE36`hSt F/F 174.5/174.7 1.12/1.13 NE 2"d Ave and NE 29'h St DID 47.5 / 49.3 .68 / .69 NE 36th St and NE 2"d Ave/Federal Hwy F I F 101.1 / 102.8 .73 / .73 Project Driveway @ US-1 and NE 30th St 13 / B 224.1 / 259.9 .65 / .69 43 Person Trip Volume and Capadty Analysis To analyze this developments affect on specific corridors in the study area, a person trip volume and capacity analysis was developed utilizing the methodology of the Downtown Miami DRI, as discussed above. This examined corridor segments in the existing condition future (2006) with background traffic and future (2006) with the project. The segments were: Biscayne Blvd From NE 29 St to NE 36 St From NE 36 St to NE 29 St NE 2 Ave From NE 29 St to NE 36 St From NE 36 St to NE 29 St NE 29 St From Biscayne Blvd to N Mia Ave From N Mia Ave Biscayne Blvd NE 36 St From Biscayne Blvd to N Mia Ave From N Mia Ave to Biscayne Blvd Biscayne Blvd • • • • • • From NE 29 St to From NE 36 St to NE 2 Ave From NE 29 St to From NE 36 St to NE 29 St From Biscayne Blvd to From N Mia Ave to NE 36 St From Biscayne Blvd to From N Mia Ave to NE 36 St NE 29 St NE 36 St NE 29 St N Mia Ave Biscayne Blvd N Mia Ave Biscayne Blvd This analysis was performed for the Roadway and Transit modes which resulted in a segment total level of service. Components of the examination were the adopted LOS, which is E, the roadway vehicular capacity, and the conversion of this to person trip capacity (t.6) and volume (Lee) were made. An excess person trip capacity was arrived at and level of service attained. For the Transit Mode the bus per trip capacity load was determined and utilized as the total transit trip capacity. Transit person trip volumes for this mode were developed and excess capacity was found. The segment total analysis capacities, volumes and excesses for both the roadway and transit segments were combined. Each corridor segment operated at or better than LOS D. A full table is presented in the Corridor Analysis Appendix. PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE • • • • • • 4.6 Transportation Control Measures The developer understands the importance of maintaining mobility in the area, as well as in the entire City of Miami and the South Florida Region. As such there is a commitment to conforming to the City's policies regarding the implementation of Transportation Control Measures (TCM's) as set forth in the Comprehensive Plan. The developer commits to work with the City to further develop and implement TCM's to reduce the generation of single occupant vehicle trips, encourage the use of multiple occupant vehicles including public transit for home and work based trips. Specific measures may be implemented as a result of this coordination. 5.0 Recommendations It is recommended that the City approved this development, due to the fact that it has no adverse impact on transportation and mobility in the study area. APPENDICIES There are several appendices associated with this report. Each contains information specific to the data and analysis undertaken. • Trip Generation o Site Project Trip Generation Analysis o LU 931: Quality Restaurant (2,583 SF) o LU 232: Highrise Residential Condo (301 DU) o LU 814: Specialty Retail (8,337 SF) o LU 710: General Office (1,095 SF) • Trip Distribution o Assignment Egress o Assignment Ingress o TAZ Cardinal Distribution o MPO MUATS 2025 Cover Page o MPO MUATS 2025 TAZ 503 o Location Map o TAZ Map • Signal Timing o Traffic Signal Asset ID Map o Intersections 1 through 6 • FOOT Adjustment Factors o Table 21.C1: DRI II Mode Splits o 2002 Weekly Axel Factors o 2002 Peak Season Factor • TMC's o Intersection Approach Volumes (7 intersections) o Intersections 1 through 7) • ATR o Link volume PM Peak Hour Average o Link AADT • US-1 • NE2Ave • NE29St • NE 36 St • • • e • Committed Developments o Committed Developments Spreadsheet o Eleven (11) Committed Developments • Transit o Existing Bus V/C o MDT Data • Corridor Analysis (person trip) o Person Trip V/C Analysis Table o Project Traffic o LOS Table • Intersection Analysis o Signal 2000 Int: 1 through 6 (Existing and Proposed) o Synchro Int: 7 (Site Driveway — Existing and Proposed) Site Project Trip Generation Analysis Land Use (LIJ High -Rise Residential Specialty Retail Quality Restaurant General Office Units 301 DU 8,337 SF 2,583 SF 1,095 SF ITE LU COD 232 814 931 710 Phl PEAK HOUR TRIPS ITE TRIP GENERATION !N OUT TOTA RATE % Trips % Trips TRIPS 0.38 63% 72 37% 42 114 2.71 44% 10 58% 13 23 7.49 67% 13 33% B 19 1.49 17% 0 83% 1 2 Gross Vehicle Trips 60% 96 40% 63 168 Vehicle Occupancy Adjust `Transit Trip Reduction aZ en 18.0% Of Gross Trips 14.9% Of Gross Trips 6Pedestrian/Sicycle Trip Reduclion (72. 10.0% Qf Gross Trips Net Vehicle T 60% 15 60% 14 60% 10 Bo% 66 40% 10 26 40% 9 24 40% 6 18 40% 37 9 Net Person Trips In Vehicles a Net Person Trips in Tran 1.40 Persons/ Vehicle 1,40 Persons! Vehicle 60%a 79 40% 52 131 80% 20 40% 13 33 Net Person Trips iVehicie and Trans 3a. Net Person Trips (Walking/Bicycling) 0) 60% 1.40 Persons/ Vehicle 60% NOTES: A 16% OCCUPANCY ADJUSTMENT IS BASED ON MAMr$ 1.4 VERSUS STE'S 1.2 PERSNEH. TRANSIT TRIP REDUCTION BASED ON PROJECTED MODAL SPLITS U8E0 IN THE ORIGINAL DOWNTOWN DRI. PEDESTRIAN AND BICYCLE REDUCTIONS WERE BASED ON THE DOWNTOWN CHARACTERISTICS. (ABOVE METHODOLOGIES ARE CONSISTENT WITH THE DOWNTOWN MIAMI DM -INCREMENT II, TABLE 21.01) 99 3 40% 40% 66 84 6 22 • • • 3050 R/SCAYNE WISP Summary of Trip Generation Calculation For 301 Dwelling Units of Righ-Rise Residential Condo / Townhouse October 06, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 4.18 2.08 1.00 1258 7-9 AM Peak Hour Enter 0.06 0.00 1.00 18 7-9 AM Peak Hour Exit 0.28 0.00 1.00 84 7-9 AM Peak Hour Total 0.34 0.59 1.00 102 4-6 PM Peak Hour Enter 0.24 0.00 1.00 72 4-6 PM Peak flour Exit 0.14 0.00 1.00 42 4-6 PM Peak Hour Total 0.38 0.62 1.00 114 AM Pk Mr, Generator, Enter 0.06 0.00 1.00 18 AM Pk Kr, Generator, Exit 0.28 0.00 1.00 84 AM Pk Kr, Generator, Total 0.34 0.59 1.00 102 PM Pk Kr, Generator, Enter 0.26 0.00 1.00 78 PM Pk He, Generator, Ezcit 0.12 0.00 1.00 36 PM Pk Mr, Generator, Total 0.38 0.62 1.00 114 Saturday 2-Way Volume 4.31 2.11 1.00 1297 Saturday Peak Hour Enter 0.15 0.00 1.00 45 Saturday Peak Hour Exit 0.20 0.00 1.00 60 Saturday Peak Hour Total 0.35 0.59 1.00 105 Sunday 2-Way Volume 3.43 1.88 1.00 1032 Sunday Peak Hour Enter 0.18 0.00 1.00 48 Sunday Peak Hour Exit 0.14 0.00 1.00 42 Sunday Peak Hour Total 0.30 0.55 1.00 90 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS • • 3050 BISCAYNE (6338 Summary of Trip Generation Calculation For 8.337 T.G.L.A. of Specialty Retail Center October 06, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 44.32 15.52 1.00 369 7-9 AM Peak Hour Eater 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 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1.19 0.00 1.00 10 4-6 PM Peak Hour Exit 1.52 0.00 1.00 13 4-6 PM Peak Hour Total 2.71 1.83 1.00 23 AM Pk Hr, Generator, Enter 3.28 0.00 1.00 27 AM Pk Hz, Generator, Exit 3.56 0.00 1.00 30 AM Pk Hr, Generator, Total 6.84 3.55 1.00 57 PM Pk Or, Generator, Enter 2.81 0.00 1.00 23 PM Pk Hr, Generator, Exit 2.21 0.00 1.00 18 PM Pk Hr,'Generator, Total 5.02 2.31 1.00 42 Saturday 2-Way Volume 42.04 13.97 1.00 350 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1.00 170 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak (tour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS • • • • 3050 BISCAYNE 4USP Summary of Trip Generation Calculation For 2.583 Th.Gr.Sq.Ft. of Quality Restaurant October 06, 2004 Average Standard Adjustment Driveway Rate Deviation Factor volume Avg. Weekday 2-Way Volume 89.95 36.81 1.00 232 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 2 4-6 PM Peak Hour Enter 5.02 0.00 1.00 13 4-6 PM Peak Hour Exit 2.47 0.00 1.00 6 4-6 PM Peak Hour Total 7.49 4.89 1.00 19 AM Pk Hr, Generator, Enter 4.57 0.00 1.00 12 AM Pk Hr, Generator, Exit 1.00 0.00 1.00 3 AM Pk Hr, Generator, Total 5.57 3.79 1.00 14 PM Pk Hr, Generator, Enter 5.59 0.00 1.00 14 PM Pk Hr, Generator, Exit 3.43 0.00 1.00 9 PM Pk Hr, Generator, Total 9.02 4.55 1.00 23 Saturday 2-Way volume 94.36 34.42 1.00 244 Saturday Peak Hour Enter 6.38 0.00 1.00 16 Saturday Peak Hour Exit 4.44 0.00 1.00 11 Saturday Peak Hour Total 10.82 4.38 1.00 28 Sunday 2-Way volume 72.16 32.35 1.00 186 Sunday Peak Hour Enter 5.28 0.00 1.00 14 Sunday Peak Hour Exit 3.10 0.00 1.00 8 Sunday Peak Hour Total 8.38 3.88 1.00 22 Note: A zero indicates no data available. Source: Institute of Transportation engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS • • 3050 BISCAYNE MUSP Summary of Trip Generation Calculation For 1,095 Th.Gr.Sq.Ft. of General Office Building October 06, 2004 Average Standard Adjustment Driveway Rate Deviation Factor volume Avg. Weekday 2-Way Volume 11.01 6.13 1.00 12 7-9 AM Peak Hour Enter 1.36 0.00 1.00 1 7-9 AM Peak Hour Exit 0.19 0.00 1.00 0 7-9 AM Peak Hour Total 1.55 1.39 1.00 2 4-6 PM Peak Hour Enter 0.25 0.00 1.00 0 4-6 PM Peak Hour Exit 1.24 0.00 1.00 1 4-6 PM Peak Hour Total 1.49 1.37 1.00 2 AM Pk Hr, Generator, Enter 1.36 0.00 1.00 1 AM Pk Hr, Generator, Exit 0.19 0.00 1.00 0 AM Pk Hr, Generator, Total 1.55 1.39 1.00 2 PM Pk Rr, Generator, Enter 0.25 0.00 1.00 0 PM Pk Hr, Generator, Exit 1.24 0.00 1.00 1 PM Pk Hr, Generator, Total 1.49 1.37 1.00 2 Saturday 2-Way Volume 2.37 2.08 1.00 3 Saturday Peak Hour Enter 0.22 0.00 1.00 0 Saturday Peak Hour Exit 0.19 0.00 1.00 0 Saturday Peak Hour Total 0.41 0.68 1.00 0 Sunday 2-Way Volume 0.98 1.29 1.00 1 Sunday Peak Hour Enter 0.08 0.00 1.00 0 Sunday Peak Hour Exit 0.06 0.00 1.00 0 Sunday Peak Flour Total 0,14 0.38 1.00 0 Note: A zero indicates no data available. Source: .Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY 8NICROTRANS • • • • • Ann€Y2ed intersection Ityo}— Figure: 3050 0ISGAYNE MUSP PERCENT % INGRESS 25TH Anaiy28d (ntersecticm 4typR -Figure: w D Anotyzed intersection 1ST T 0 3050 V I r3GAYNE. MUSP PERCENT % EGRESS i • • • • o 3050 Brickell MUSK Project Cardinal Distribution (TAZ 503) DIRECTION DISTRIBUTION % 13.28 4.64 5.33 10.39 12.76 21.80 14.93 16.87 100.00 Note: Bared on MUATS & Year 2025 Plan Update, Technical Repot Directional Trip Distribution Year 1999 Model Validation and 2005-2025 Cost Affordable Ran, Date: Deeemt er 31, 2001 obtained from Miami Dade MPO. e o o DRAFT MIAMI URBAN AREA TRANSPORTATION STUDY (MOATS) & YEAR 2025 PLAN UPDATE TECHNICAL REPORT: DIRECTIONAL TRIP DISTRIBUTION YEAR 1999 MODEL VALIDATION AND 2005 - 2025 CosT AFFORDABLE PLAN DATE: DECEMBER 31., 2001 Prepared For: Prepared By; lig Gannett Fteming Miami -Dade 1999 Validation Distribution Report DIRECTIONAL DISTRIBUTION SUMMARY ORIGIN ZONE CARDINAL DIRECTIONS I TOTAL NNE ENE ESE SSE SSW WSW WNW NNW 496 TRIPS 129 49 54 123 177 189 141 133 995 PERCENT 12.96 4.92 5.43 12,36 17.79 18.99 14.17 13.37 497 TRIPS 121 S1 52 117 168 178 112 130 931 PERCENT 13.00 5.69 5.59 12.57 18.05 19.12 12.03 13.96 498 TRIPS 616 299 242 634 897 903 600 660 4857 PERCENT 12.68 6.16 5.11 13,05 18.47 18.59 12.35 13.59 499 TRIPS 192 91 75 157 258 266 194 208 1441 PERCENT 13.32 6.32 5.20 10,90 17.90 18,46 13.46 14.43 500 TRIPS 379 94 147 419 410 539 350 395 2733 PERCENT 13.87 3.44 5.38 15.33 15.00 19.72 12.81 14.45 501 TRIPS 339 133 125 323 322 610 381 383 2616 PERCENT 12.96 5.08 4.78 12.35 12.31 23.32 14.56 14.64 502 TRIPS 249 107 91 210 223 485 278 302 1945 PERCENT 12.80 5.50 4,68 10.80 11.47 24.94 14.29 15.53 503 TRIPS 1070 374 429 837 1028 1756 1203 1359 8056 PERCENT 13.28 4.64 5.33 10.39 12.76 21.80 14.93 1.6.87 504 TRIPS 594 231 282 251 1210 1358 756 916 PERCENT 10.61 4.13 5.04 4.48 21.61 24.26 13.50 16.16 5598 505 TRIPS 838 327 399 313 1772 1982 1426 1413 8470 PERCENT 9.89 3.86 4.71 3,70 20.92 23.40 16.84 16.68 506 TRIPS 869 360 340 470 824 1596 1211 1209 6079 PERCENT 12.63 5,23 4-94 6.83 11.98 23.20 17.60 17.58 507 TRIPS 649 336 322 223 1206 1286 1231 1021 6274 PERCENT 10.34 5.36 5.13 3.55 19.22 20.50 19.62 16,27 508 TRIPS 72 201 137 19 75 321 193 122 1140 PERCENT 6.32 17.63 12,02 1.67 6.58 28.16 16.93 10.70 509 TRIPS 267 117 78 46 471 702 623 531 2835 PERCENT 9.42 4.13 2.75 1.62 16.61 24.76 21.98 18.73 510 TRIPS 18 31 11 3 26 88 61 42 280 PERCENT 6.43 11.07 3.93 1.07 9.29 31.43 21.79 15.00 - 36. 12/31101 • • • Traffic Signal Asset ID • • 35975 *I TIMING DATA FOR 3597 US 1 & NE 26 ST PAT OF NSG G Y EWP Y 1 T 58 66 1 4 15 4 2 T 16 55 1 4 26 4 3 T 77 63 1 4 18 4 4M7066 1 4 15 4 SM70 66 1 4 15 4 6 M102 90 11 4 13 4 7 M102 98 11 4 13 4 8 T 23 61 1 4 20 4 9 T102 93 1 4 13 4 10 T102 89 1 4 13 4 11 T 70 66 1 4 15 4 12 T 23 61 1 4 20 4 13 M102 93 1 4 13 4 16 T103 88 1 4 13 4 17 T102 88 1 4 13 4 18 T102 93 1 4 13 4 19 T 0 30 1 4 12 4 20 M102 98 11 4 13 4 21 T 0 30 1 4 12 4 22 M 13 73 1 4 18 4 23 T 0 30 1 4 12 4 24 T 0 24 1 4 12 4 MIN: 20 12 {SEC: 3 TYPE: SA) S YMCYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 9OMIAMZ ARENA 90MIAMI ARENA 13USEACH EGRESS 1308EAC1 INGRES 90AM PEAK M2 0 115PRE PK PEAK 110AFT M1 0/3 90EARLY NITS M 90AM PEAK P41 115PRE PM PEAK 110MI0 MORN M2. 110NO0N M2 0/3 115PM PEAK M2 0 6 510AWN M2 14/2 130TEST (NOON M 5 51NITE M2 8/3 100MCARTHUR 81,0 6 51LAT£ NIGHT 1 7 45RECAI.L TEST • • • • ENTER THE CONTROLLER NUMBER (/ STOP} 242711 TIMING DATA FOR 2417 US 1 & NE 29 ST PAT OF NSG G Y R EWP Y R 1T 7561 1 4 118 4 1 2T7063 1 4 116 4 1 3 T 76 61 1 4 1 18 4 1 4 M 75 61 1 4 1 18 4 1 5 M 75 61 1 4 1 18 4 1 6 M103 99 4 4 I 17 4 1 7 M103 99 4 4 1 17 4 1 8T 259 1 4 120 4 1 9 T101 90 1 4 1 14 4 I 10 T103 82 1 4 1 17 4 1 11 T 75 61 1 4 1 18 4 1 12T8659 1 4 120 4 1 13 M101 90 1 4 1 14 4 1 16 T 98 84 1 4 1 15 4 1 17 T103 82 1 4 1 17 4 1 18 T101 90 1 4 1 14 4 1 19 T O 30 1 4 1 14 4 I 20 14103 99 4 4 1 17 4 1 21 T 0 30 1 4 I 14 4 1 22 M 13 71 1 4 1 18 4 1 23 T 0 30 1 4 1 14 4 1 24 T 0 24 1 4 1 14 4 1 MIN: 20 14 Cri (4- 4- 1� • (SEC: 3 TYPE( SA} S Y M CYC 90AYG M2 0/3 9OPRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 13OBEACH EGRESS 1308EACH INGRES 90AM PEAK M2 0 115PR£ 114 REAR 110AFT I41 0/3 9GEARLY RITE M 90AM PEAK 141 115PRE PM PEAR 110M1I) MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 55OAWN M2 14/2 I30TEST Mom M 6 551ITE M2 8/3 100MCARTHUR 8L0 6 55LATE NIGHT 1 7 49RECALL TEST ENTER THE CONTROLLER NUMBER (/ STOP) 35980 TIMING DATA R 3598 US 1 & NE 33 ST PAT OF NSG G Y EWP Y 1 T 30 67 14 14 4 2 T 40 66 1 415 4 3 T 32 52 5 4 25 4 4 M 30 67 1 4 14 4 5M3067 1 4 14 4 6 H 49 98 11 4 13 4 7M499811 413 4 8 T 53 61 1 4 20 4 9 T 45 93 1 4 13 4 10 T 49 88 1 4 13 4 11 T 36 67 1 4 14 4 12 T 59 61 1 4 20 4 13 M 45 93 1 4 13 4 16 T 46 88 1 4 13 4 17 T 49 98 1 4 13 4 18 T 36 93 I 4 13 4 19 T O 30 1 4 12 4 20M49 98 11 4 13 4 21 T O 30 1 4 12 4 22t461 73 1 4 18 4 23 T O 30 1 4 12 4 24 T 0 24 1 4 12 4 MIN: 20 12 Lr {SEC: 3 TYPE: SA) S YMCYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM i42 0 90MIAM1 ARENA 90MIAMI ARENA 1308EACH EGRESS 130BEACH INGRES 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 9OEARLY KITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK N12 0 fi 510AWN M2 14/2 130TEST (NOON i4 6 51NITE M2 8/3 100MCARTIIUR BLO 5 511.ATE NIGHT 1 7 4 5RECALL TEST • • • ENTER THE CONTROLLER NUMBER tl STOP) 2097U TIMING DATA FOR 2097 US 1 & NE 36 ST {SEC: 268 TYPE: SA1 PAT OF NSG G Y R WW F G Y R EW F G Y R NSL Y S Y M CYC 1 T 91 34 1 4 1 4 13 1 4 1 4 12 1 4 1 12 3 100AVG 4/2 2 T 91 44 1 4 1 4 13 6 4 1 4 12 1 4 1 12 3 115PRE AM 0/2 3 T 91 44 1 4 1 4 13 6 4 1 4 12 1 4 1 12 3 8 I15POST PM 0/2 4 T 84 51 1 4 1 4 13 20 4 1 4 12 12 4 1 25 3 8 160PM PEAK 0/2 9 T 84 51 1 4 1 4 13 20 4 1 4 12 12 4 1 25 3 8 160PM PEAK 0/2 11 T 91 34 1 4 1 4 13 1 4 1 4 12 1 4 1 12 3 100EARLY NITS 0 16 T 65 51 1 4 1 4 13 20 4 1 4 12 9 4 1 28 3 8 160MID MOR 0/2 17 T 90 51 1 4 1 4 13 8 4 1 4 12 9 4 1 20 3 8 143NOON 0/2 19 T 91 34 1 4 1 4 13 1 4 1 4 12 1 4 1 12 3 100DAWN 1/2 23 T 0 34 1 4 1 4 13 1 4 1 4 12 1 4 1. 7 3 7 95LATE NITS 1/ 24 T 0 34 1 4 1 4 13 1 4 1 4 12 1 4 1 6 3 7 94R£CAUL TEST CMIN: 30 13 1 12 1 5 r7 • • V,� ENTER THE CONTROLLER NUMBER (/ STOP) 241811 'W5 TIMING DATA FOR 2418 NE 2 AVE & 29 ST (SEC: 3 TYPE: SA} PAT A£NSGG Y RXW FWG Y REG G G Y R S YMCYC 10 T O 40 1 4 2 7 16 20 4 1 1 1 22 4 I 10 7 124AFT M1 0/3 12 T O 38 1 4 2 7 16 12 4 1 1 1 8 4 I 10 7 100AM PEAK M1 13 M 0 39 1 4 2 7 16 18 4 1 1 1 16 4 1 10 7 115PRE PM PEAK MIN: 20 16 10 8 PAT OF NSWFYRWMFGYREWEGYR S Y M CYC 1 T 0 9 14 4 2 4 13 1 4 1 4 12 1 4 1 7 74AVG M2 0/3 2 T 0 14 14 4 2 4 13 1 4 1 4 12 1 4 1 7 79PRE AM M2 0/ 3 T 0 21 14 4 2 4 13 2 4 1 4 12 2 4 1 7 88P0ST PM M2 0 4 M 0 22 14 4 2 4 13 4 4 1 4 12 1 4 1 7 90MIAMI ARENA 5 M 0 22 14 4 2 4 13 4 4 1 4 12 1 4 1 7 90MIAMI ARENA 6 M 0 20 14 4 2 4 13 4 4 1 4 12 9 4 1 7 96BEAC14 EGRESS 7 M 0 20 14 4 2 4 13 4 4 1 4 12 9 4 1 7 96BEACH INGRES 8 T 0 26 14 4 2 4 13 4 4 1 4 12 4 4 1 7 97AM PEAK M2 0 9 T 0 31 14 4 2 4 13 6 4 1 4 12 10 4 1 7 110PRE PM PEAK 11 T O 9 14 4 2 4 13 1 4 1 4 12 1 4 1 7 74EARLY MITE M 16 T O 26 14 4 2 4 13 4 4 1 4 12 9 4 1 7 102MID MORN M2 17 T O 26 14 4 2 4 13 4 4 1 4 12 9 4 1 7 1028008 M2 0/3 18 4 0 31 14 4 2 4 13 8 4 1 4 12 12 4 1 7 114PM PEAK 142 0 19 T 0 8 14 4 2 4 13 1 4 1 4 12 1 4 1 6 73DA1411 M2 14/2 20 M 0 20 14 4 2 4 13 4 4 1 4 12 9 4 1 7 96TEST (NOON N4 21 T 0 9 14 4 2 4 13 1 4 1 4 12 1 4 1 7 74NITE M2 8/3 22 M 0 20 14 4 2 4 13 6 4 1 4 12 1 4 1 7 90MCARTHIMI BLO 23 T 0 8 14 4 2 4 13 1 4 1 4 12 1 4 1 6 73LATE NIGHT 1 24 T 0 24 1 4 2 7 12 10 4 1 1 1 8 4 1 7 80RFCA1 L TEST MIN: 7 14 13 1 12 1 9- 2 �c - ll4.5 • • ENTER THE CONTROLLER NUMBER (/ - STOPS 20980 F! TIMING DATA FOR 2098 NE 36 ST,FED NWY,2 AVE (SEC: 268 TYPE: SA) PAT OF EWW F Y R CG Y R NSW F G Y R EL Y 5 Y M CYC 1 T 40 23 13 4 3 13 4 3 4 7 12 4 1 6 3 100AYG 0/2 2 T 31 38 13 4 3 13 4 3 4 7 12 4 1 6 3 115PRE AM 0/2 3 T 7 21 13 4 3 18 4 3 4 7 9 4 1 6 3 100POST PM 0/2 4 T 33 46 13 4 3 25 4 3 4 7 33 4 1 10 3 8 160PM PEAK 0/2 9 T 33 46 13 4 3 25 4 3 4 7 33 4 1 10 3 8 160PM PEAK 0/2 11 T 40 23 13 4 3 11 4 3 4 7 14 4 1 6 3 100EARLY NLTE 0 16 T 53 46 13 4 3 25 4 3 4 7 33 4 1 1€3 3 8 160MI13 MOR 0/2 17 T 38 40 13 4 3 21 4 3 4 7 23 4 1 10 3 8 140NOON 0/2 19 T 40 23 13 4 3 11 4 3 4 7 14 4 1 6 3 100DAWN 1/2 23 T 0 8 13 4 3 10 4 3 4 7 1 4 1 6 3 7 71LATE NITE 1/ 24 T 0 9 13 4 3 I0 4 3 4 7 1 4 1 6 3 7 72RECALL TEST MIN: 5 13 143 7 1 5 • • ;44 TABLE 21.C1 DOWNTOWN MIAMI DRI UPDATE - INCREMENT 11 TRANSIT AND PEDESTRIAN MODE SPLITS AREA TRANSIT MODAL SPLIT 111 PEDESTRIAN l REDUCTION [2] INCREMENT I INCREMENT II OMNI 11.7% 14.9% 10.0% CBD 23.3% 22.6% 10.0% SRICKELL 14.3% 14.1% 15.0% SE OVERTOWN 8.3% 8.2% NIA NOTES: [11 TRANSIT MODAL SPLITS BASED ON APPROVED RATES USED IN THE ORIGINAL DOWNTOWN MIAMI DRI. t21 PEDESTRIAN AND BICYCLE TRIP REDUCTION BASED ON AREA CHARACTERISTICS AND DISCUSSIONS WITH CITY OFFICIALS. 21-77 SOURCE: KEITH AND SCHNARS, P.A, n:ltranpfanlprojects12O011167161tablesicbd2pm.wk4 • • • Priul pate: Oct/06'2004 Florida Deparanua of Transportation Transportation Statistics Office 2002 Peak Samoa Factor Category Report MIAMI-DADS NORTH Catgsey: 8700 Week Data SF PSCF 1 01/012002 - 01/05/2002 1.01 1.04 2 01 /062002 - 01/ 122002 1.01 1.04 3 01 / 132002 - 01/ 192002 1.00 1.03 4 0120/2002 - 01126/2002 0.99 1.02 5 0127/2002 - 02/02/2002 0.99 1.02 6 02/03/2002 - 02/09/2002 0.98 1.01 • 7 02/10/2002 - 02/162102 0.97 1,00 * 8 02117/2002 - 02/23/2002 0.97 1.00 • 9 02/24/2002 - 03/02/2002 0.97 1.00 * 10 03/03/2002.03 09/2002 0.96 0.99 • 11 03/10/2002 - 03/16/2002 0.96 0.99 " 12 03/172002.03/23/2002 0.97 1.00 • 13 03/24/2002 - 03/302002 0.97 1.00 " 14 03/312002 - 04/06t2002 0.97 1.00 • 15 04/07/2002 - 04/13/2002 0.97 1.00 4 16 04/14/2002 - 04/20/2002 0.98 1.01 • 17 04,212002 - 04272002 0.98 1.0 i * 18 04/2$/2002 - 05/042002 0.98 1,01 * 19 05105/2002 - 05/112002 0.98 1.01 20 05 / 122002 - 05/ 182002 0.98 1.01 21 05/192002 - 0525/2002 0.99 1.02 22 05/26/2002 - 06/01/2062 1.00 1.03 23 06/02/2002 - 061012002 1.01 1.04 24 06/092002 - 06/15/2002 1.01 1,04 25 06/16/2002 - 06/22 2002 1.02 1.05 26 06/23/2002 - 06/29/2002 1,02 1.05 27 06/302002 - 07/06/2002 1.02 1.05 28 07/072002 - 0711312002 1.02 1.05 29 07/14r2002 - 07/20/2002 1.03 1.06 30 0721 /2002 - 07/27/2002 1.02 1.05 31 0728/2002 - 08/03/2002 1.02 1.05 32 08/042002 - 08/10/2002 1.02 1-05 33 08/1 1i2002 - 08/172002 1.01 1,04 34 08/18/2002 - 08/24/2002 1.01 1.04 35 08/25/2002 - 08/3 t /2002 1.01 3.04 36 00101/2002-091072002 1.02 1.05 37 09/08/2002 - 09/142002 1.02 1.05 38 09/ 15/2002 - 0921/2002 1.02 1.05 39 09/22/2002.09/28/2002 1.01 1,04 40 09129/2002 - 10/05/2002 1.01 c(-- 1.04 41 10/06/2002 - 10/1212002 1.00 -- 1.03 42 10/13/2002 - 10/19E2002 1.00 1.03 43 1020/2002 - 1026/2002 1.00 1.03 44 1027/2002 - 11/02/2002 1.01 1.04 45 11/03/2002 - 11/092002 1.01 1.04 46 11/10/2042 - 3t/16/2002 1.02 1.05 47 l 1117/2002 - 1123/2002 1.02 1.05 48 II/24/2002 - 11 /30/2002 1.01 1.04 49 12/01 /2002. 12/072002 1,01 3.04 50 12/082002. 12/ I42002 3.01 1.04 51 12/ 152002 - 12/212002 1.01 1.04 52 12222002 - 32/282002 1.01 1.04 53 12/29/2002 - 12/31 /2002 1.00 1.03 MOCF 0.97 rrk,t Ike: Comity; 87 -- DADE Florida Department of Transportation Transportation Steadies Office 2002 Weekly Axle Factor Category Report 8702 Week U tr! SR S/US-IIBRICKELL 1 01/01/2002 - 01105/2002 038 2 01 /06/2002 - 01 /122002 0.98 3 01/13i2002 - 01/192002 0.98 4 01/20/2002 - 0126/2002 0.98 5 01/272002 - 02/02/2002 0.98 6 07J03/2002 - 02/09/2002 0.98 7 02/10/2002 - 02/162002 0.98 8 02/17/2002 - 02232002 0.98 9 02/24/2002 -03/02/2002 0.98 10 03/03/2002 - 03/09/2002 0.98 11 03/10/2002 - 03/16/2002 0.98 12 03/172002-03/23/2002 0,98 13 031242002 - 03/30/2002 0,9a 14 03/312002 - 04/0612002 0.98 15 04/072002 - 04/ 132002 0.98 16 04/ 142002 - 04/20/2002 0.98 17 042 112002 - 04/2712002 0.98 18 0428/2002 - 05/04/2002 0.98 19 05/052002 - 05111/2002 0.98 20 05/12/2002 - 05/18/2002 0.98 21 05/19/2002 - 05/25/2002 0.98 22 051262002 - 06/012002 0.98 23 06/02/2002 - 06/082002 0.98 24 06/092002 - 06/152002 0.98 25 06/162002 - 0622/2002 0,98 26 06/23/2002 - 0612912002 0.98 27 136/30/2002 - 07/06/2002 0.98 28 07/07/2002 - 0 //132002 0.98 29 07/142002 - 07/20/2002 0,98 30 07/21 /2002 - 0727/2002 0.98 31 07/282002 - 08/032002 0.98 32 08/04/2002 - 08/102002 0.98 3 3 08/112002 - 0/1/ I7/2002 0.98 34 08/ 182002 - 08/24/2002 0.98 35 08252002 - 08/312002 0.98 36 09/01/2002 - 09/07/2002 0.98 37 09/08/2002 - 09/142002 0,98 38 09/152002 - 09/212002 0.98 39 09/22,2002 - 09/28/2002 0.98 40 09129/2002 - 10/05/2002 0.98 4I 10/06/2002 - 10/ 122002 0.98< 42 10/ 13/2002 - 10/19/2002 0.98 43 101202002 - 10/26/2002 0.98 44 10, 272002 - 11 /022002 0.98 45 11/03/2002 . 11/09/2002 0.98 46 11/102002 - 11/16/2002 0.98 47 11/172002 - 1 1/232002 0.98 48 11/24/2002 - 11/30/2002 0.98 49 12/012002. 12/07/2002 0.98 50 12/08/2002 - 12/142002 0,98 51 12/15/2002 - 12212002 0.98 52 1222/2002 - 12/282002 0.98 53 12/29/2002 - 12/312002 0.98 • • • • INTERSECTION APPROACH VOLUMES anvesmaa71 NA67 US 1 72124.9r.s ew07 NE00ST, SOUTNBOUND 2,41 PEAK 1OYE(SNT HA COUNT ,2�666EE2 ,, 1 t_ OfAt 1031 D to 2b NB1 14W6 EA813916 X 20 Deis NH TrWA6 56. T1ee0 8042 BACNG110w91 44411211er 80611674 Sea Tlrryt 613 T64752 In Pa tdrr 6EA60NAL G71.217V11. RATE 214 8060 M0 wl .6itl98910 6741500272 812171610 iB P2,224 TA62 Teal NAG $F 742.27orrtort 1m.oTears 3 •. ,. Ca�NN9 t%•181 1160182 (27111 2404N38} 727441411 .01 1.0E 1102 120 90 9r 1 1e 19 2 1 9 1 e1 9.01 13 a 1.01 flit 19e1 141 10 14 90 0 9 2 i l 2 1.91 7 1.41 6 i 4 2 1 10124.4077.412, f lie23ST. UB 1 ir#612494777)) NEa39T. TO AL 601.r1vif101t D 2684 8. AL 1NE$1BOUND Nail EA$1'E0UN6 IOTA NO N1K 00 7At 1e47 29 oL Talf6- 004 1Ctq 17 a3 97 NOR1NB0ONO N$L i90 1413 BASTDOUN1 S 7 92 26 tp at 6 tat 1299 01 471 a1 19 8 7 2 4 0 134d 1993 134 /49 11 44 0 1 01 3 01 0 1.41 26 101 16 1810 10 a 0 10 1 1421 1.3 1fi7 99 0 7 01 2i 31 1.01 14 19 1.01 15 15 u t 2606 272 1.01 2 10 0 1.04 1019 15766 93p61229 17 1.04 26 1044 711Q fii .44 17 41 7 01 A3 9 10 0 1 0 e 9 2 19 93 3 1219 e 0 19 0 0 e 0 e 9 0 0 1 1 29 0t 101a 17 14 4 2 9.01 1.01 ao 0 TOTAL 2669 50906 1 110C clan 42021021 CIAO& 1n6. 2 66622531 y.0T011o1.1en 96 0 00099013140.t a 06(OW 622622 1t0 NT. 1671225112326672 e Canmet.a 1k W2mtp-aerrs4e.0M Om ew OM 6146106 F2(24160 03P6r10fr1 9 *eta w6618t 6vh t12E.01%94 04M M.166f9) 6CR141100 5.7 P262*6e26 212664 222427 lt6nt SUB Tr" A W 9ns*M F1;452 9 Sat teat ffeevee e6 216 movrnere IFem.na6134 Netlrrl 16221. k 596 21M0 =mare In Fanot71 p byl934l NB 54 t.i. 90 S.* 6285625976e m ale 2,471066rt1o6r 2044,04272erne* fir Perm, NA 66 7761261 11 00104W and Sit. Pr64rt117426 W60 ktp618*2*1 n We02 2682 JT 272 7 2 INTERSECTION APPROACH VOLUMES NTERBECTION NAME RCACN4 PM MAK. VEAfENT }IR CCUNI 0*0 01 HaulTsnic PEAK BACNt1990t110 We NOOKS SEASONAL DROWN RATE 394 001101 b4 NA al9480TMB14T N1401 Y44413 Oa44kao.n4 NIRfdIM U5 1 1111144,14 WO) NE 66 ST. US1111,11.0.14 7 NNE30 ST BM 0*110*00 NE2AVE 13426 SI SOITHSOUND EBR 1162 491 141 141 141 160 EASTBOUND TOTAL SOUTNB0VN0 Zfi 1016 AL WESTBOUND EAST80UND a 10 60 SOT 1332 NEL 4 •T4 W4 13 u TOTAL 430E SOUINBOUNO S8R 45 WESTBOUND 1a 143 NOR111BOUNC EASTBOUND BR 3S T N1A 143 You /17 97 EST SO 06 TOTAL 14 .ot 014 078 134 M 3a0 610 0 E44 T7mfx BI0418 41 Site 'mootBm4 Tb160 NT*1411. A4410RIMM AHIprc6MY 0050 l0 0Putml• Teem T6be T4M04 1+ m {YpPt4} rAp.1y«� tTrrn�u 0211 0 fC 13 13 1>} s 14 [41 1.01 1 1 1 171 1.01 Tw 101 17 3 1.0 02 1 41 33A Ttt9 47. 1. 1a4 1E1 4 160 3T1 500 34E8 3E3 375 403E a 0 0 16 0 0 0 0 0 0 17 17 45 1316 1077 134 1i41 3 1 14 .00 6 00 a3 a4 00 1127 1403 00 4 1311 196 4d A0 1 .00 13 { 1 0 1 f4 0 14 3 0 7 1b 0 1 4 .01 42 14 247o 322 Rid 01 317 .7 0 337 01 7 033 1.01 14 16 73 11 1 31 34 i9 2P1 1 0 1 147 xn 23 J 0 272 1.01 1.01 0e6 .q1 n44 10 a 90 104 At 61 00 106 1.07 00 7 0 314 110 167E E 17711 234 N5S44: 1 TNC data 7714 4 by 000.11. 1 1344 nirw114[5C1 CI4.6044 408100T 1 PT12007 3 P2911471 k 5 7*t64010 Twn1 a t ddwu1413 o& 4 C4nnnbid pawbanr9Mren 0014r11* Barn are Chy al rAYhn PNrrinp Northam 7 Tr924 w0mrarwarA40W as the ben (e440d01 cixabo*. 0,7 Fca7N04OW{ 444 441Ahrn1FNI6*Ata4E44er6FI31144 sass 0419444449+ed la the 4w19ra4t4 (P4087 thus 41e1 VN Trp4). 0 Sys alO0 014114910.3 m Pasco -Tips 07 SUWON 02 1984004414 4414y116la 914*19t44 wow, (Parconl Imo Nat Paam Tn.nsF0. 11 COMM1e02119 She 0ISi0a1CClk used * Mrfesb0l 1134129414. 11149442 of 3 74 2087 • • • • INTERSECTION APPROACH VOLUMES 2 7 wirensECt999 NAME NE 00 St nit .W090ro1.0vy. APPROACN M0YEUEHT Phi �PEA�R7 3iR I saurwrNIST0C11111) WEST8WlR] T5 T TO Ii8 Mei N Tks1 Wow NC Usvottotl MROA int 2 9ee904100040000194.1;Or ;DPP+1112CO2 P0tiod it 401.:400 tot os 9.490a9n9yore. L"ernogaO 1+11 NNI rws o0teyrd Pan Ott0f w Ott 160994 P1ey W 7 `tnent 6 TMIe *grim rpyouwNOrtdwL44e 001,01 iomi 9.ml 0.1 P0r04.00tpa1tc Ye k+001Tr000 ARaratt410na. 9949tMON *4440144110 taw N14, TN*. E Ma&e t lantahOb Person-hin au'14 4. by 1A. 10 brw trEOC +I D4S10 tlw Orwili001004 tPfreMN rtwNo1PROn Trip. in Tr90493 11 *mktNrrd Ste P0090191.110 told a1 eeereKtlCn watt a. 100 0000 00 0+ W 1.� 1.0Q000 1,06 PEAK 004004 77T 17b 93 4Y 272 17a BACKARCOND GROWTH RAlt itLRAY£24L No, ofYe4n3 40 s1 4+ 0+ 110 102 91.13 019 Ce+m med 7 09 t10 111 11.4100 we Project Sat Trtlda .444 Oh 19 II]{,,,, 10 099 Talk Asttarrttnt 19 4i 10 4, ?WIG bWe74904 M 0e1140, b s 7.10tr 11 .4 Inn ltrit in Prow. 71101 {TYJLLt) 1 Total -WIN CNN} bTr' uA 2 1�1 Richard Garcia & Associates, Inc_ 2468 SW 8th Street Nerd, Ff. 33135 Tel: 305-595-7505 Re Name : TMC NE-4 Site Code : 00000000 Start Date :10/5/2004 Page No :1 &cum wsr„teo-Lthebifted T .,.._.._........_..--e-ON5T<...,._._,_,_[r5'1._--_.,.__.,.._. -_ NE 28 ST ..__.. Fmm Nee From East From SaNh _ F,am Wes Start rime .0 t1.0 _. Thu t.eR Pod Al* Throe d DPP- �jtm i, Pod APP. . & Ttl 1 Total t a Total 1 k E e Total Total Fedor 1.t1 1.0 1,U 70 1A1 1.© 1.6 1.0 1AF.1©1 1.0i_ 1_0 -3t 480 PM 8 242 1 1 250 1 3 6 2 12 7 298 6 2 311 4 3 1 1 9 582 04:15 PM 3 219 3 2 227 5 2 1 3 11 2 309 5 3 319 5 2 3 3 13 570 0410 PM 5 242 0 1 248 2 0 8 0 10 1 300 5 7 313 0 3 4 1 8 579 04.45 PM 4 276 2 2 264 5 0 4 0 9 4 310 5 0 319 0 1 4 0 5 817 Taut 18 979 6 8 1009 13 5 19 5 42 14 12;/ 21 12 1282 9 9 12 5 35 2348 0500 PM 2 308 3 1 312 05.15 PM 2 263 1 2 268 0510 PM 0 272 1 3 278 0545PM0 239 2 2 243 Tom 4 108 0 7 8 1099 0800 PM 0 251 2 2 255 CeandTomF 22 236 15 16 2363 Apprct1 % 0.9 97.8 0,8 0.7 Toll% 0.4 413 0.3 03 42.3 Counter:2344 Counted 1 y:Lta W -her: Clear € nark: N/A 4 0 5 1 10 6 309 5 2 323 4 1 1 3 9 654 4 2 5 5 16 2 407 5 3 417 2 1 1 0 4 705 3 2 3 2 10 3 377 4 1 385 3 2 2 1 8 879 4 .._ t 5 3 13 2 363 3 2 370 2 3 1 2 8 634 15 5 18 �11 49 13 1 6 18 8 1495 11 7 5 8 29. �2612 1 2 3 1 29 12 40 17 29.8 122 40.8 17.3 0.5 0.2 0.7 03 7 98 1,8 4 31 2 291 1.0 968 0.8 53_0 Q1 h lad i ill t_ t trt 1 1' Hatt NM f •-1 r4 _, a3i zezL s_+T 21 303.1 hi Tiial Sisk 4 3 302 4 1 3 0 8 43 23 3059 24 17 20 11 72 1.4 0,8 1 33.3 23.6 27.8 15.3 0.8 0.4 54,7 i OA 0.3 0.4 0.2 1.3 572 5582 • • • • Biscayne 9Mrd. From loath Start Time Tht Loft Ped ' " ht u t Total Factor 1.0 1.0, 1.0 1.0. 44:00 PM 4 280 1 1 256 0415 PM 3 281 3 0 287 04:30 PM 4 279 2 1 286 04:45 PM 5 293 1 1 300 Taal 18 t73 7 3 1159 05:00 PM 6 304 3 2 315 0615 PM 7 289 2 1 299 05:30 PM 9 323 4 1 337 05:45 PM 8 290 4 1 303 Taal 36 1 6 13 5 1254 46 Graml 23320 8 2413 Total 9 Ayprch % 1.9 966 0.8 0.3 43 Total % 0.9 0.4 0.2 45.3 Richard Garcia & Associates, Inc. 2468 SW 8th Street Miami. Florida 33135 Tel: 305-595-7505 File Name : Bisc & 29 Site Code : 00000000 Start Date : 10/6/2004 Page No : 1 hated NE 29 W. _.._ �8hd NE295t. Frain EastFrom SOtah From Waot a>g" ihr Ped r 1 MT dad ! APP Rig I Thr i talc Pad APP.lau s Total hi u s Tod ht E,.,., u s Total 1.0 1.0 !.0 1.0 '-- 1.0 1.04 1.0 1. 1.0 1A1 10 3 4 2 0 9 5 296 4 1 308 4 3 2 1 10 5 5 1 2 13 1 289 6 2 301 5 4 3 1 13 6 6 2 1 15 6 300 4 1 311 6 3 4 2 15 9 3 2 2 16 5 304 5 031.4 5 2 2 1 10 23 18 7 5 53 20 118 19 4 1234 20 12 11 5 48 tt 9 3 3 26 8 8 2 2 20 12 7 3 1 23 10 6 1 0 17 41 30 9 6 96 84 48 18 11 139 46. 34. 11. 7.9 0 5 1.2 0.9 0.3 02 2.0 6 315 6 2 329 6 331 7 3 349 5 380 6 1 372 6 358 9 2 .375 25 136u 28 8 1425 45 255 47 12 2859 1.7 9e1 1.8 0,5 0.8 0.9 0.2 50.0 I Total 6i3 614 627 640 2494 6 5 4 2 17 687 8 3 3 1 15 683 6 2 4 2 14 746 9 4 4 1 18 713 29 14 15 6 64 2829 49 26 26 11 112 5323 43. 23. 23. 9.8 a 2 2 0.9 0.5 0.5 0.2 2.1 • 4 9 Out In Tann 26/SJ E-244 r.. ] i . 1 i �. Useniflest '1 I t - 1>rU.. O! hrftt5.0.1Tm awavnbave. r • u51 From North Sta1Traa S Biro Let Pa® Facia i 1.0 1.0 1.0 0400PM 0 237 4 0. 241 O4:1SP4t 0 241 5 0 248 0450 PM 0 232 3 0 235 0445 PM 4 259 9 0 272 Total Total 4 969 21 0 994 0580PM 5 253 7 1 266 06,15PM 3 282 T 0 202 053OPM 1 225 5 0 231 05:45 PM 0 243 5 2 250 Tad 9 10024 3 1039 rdrd Total 13 192 45 3 2033 Apprrh% 0.6 97.0 22 0.1 Total % 03 38.7 0.9 R 1 39.9 Coun1er2343 Counted ay:1,G W ea lbw; Clear L nark: Wendys Richard Garcia & Associates, Inc. 2468 SW 8th Street Miami, FL 33135 Tel: 30.5-595-7505 Ctoup. ted ,... NE 33 ST.aPanLeUnstin .1 ..._USi_..w. _.-.-- th R Fed+ F t APY. Th... Left 11ao Left] t a Taal f �_._s Total 1.0._.1_0 1.0 t.4 ' i 1.0 13 '1.9T 1,0 q_.«.,�.,.. it __....._._.._ ..._161 13 341 .-, 8 --'-1 _.-363 6 S 17 0 281 9 322 6 0 337 5 6 9 0 201 11 307 4 0 322 5 12 1 21I 8 317 8 2 335 18 19 49 1 87i 41 T 26 3 1357 9 6 8 0 231 15 364 14 2 395 3 1 11 0 t5 5 347 5 1 358 5 0 6 1 12i 7 333 8 0 346 0 0 8 0 80 312 5 1 318 17 7 33 1 58 27 1 8 30 4 1417 35 26 82 2 1451 68 284 56 r 2714 24.1 17.9 56.6 1.4 } 2.5 95.3 2.0 0-3 0.7 0.5 1.6 0.0 2.81 1.3 51.9 1.1 0.1 54.5 Out h Tdtl L..2221 F2E0 , 59 1lpr LB@ Pa1f fU,neliAgd_, ai 1 i! fort• 11' Righi Peat 1....16r3ii1. T._.._.O1. 7t, 04 h T8 d USE Fro, 13 9 7 9 7 Fie Name : TMC 4E-3 SAe Code :000000OD Start Date :10i412004 Page No :1 NE338T Fran West nay Lan a 1.0 13 1_0 4 r..... 0 2 9 1 4 8 0 _.., 7 _..._._.6 .1.. 32 17 30 Tdel 20 19 21 21 8 6 3 1 0 10 4 2 10 1 17 10 3 4 0 17 6 0 6 0 14 29 8 21 1 58 60 25 51 3 139 43.2 18.0 38.7 22 12 0 5 1.0 0.1 27 TpfaF 842 630 598 649 2519 684 682 608 590 2572 5091 • • • Richard Garcia & Associates, Inc. 2468 SW 8th Street Miami, FL 33135 Tel: 305-595-7505 Fie Warne : T!u!C NE-2 Ste Code : 00000000 Start Date :10/1/2004 Page No :1 Prirad-11 NE 3� 1 US-1c,.°' s fig 33,1 From Past Fran S_etlh From West _ Lea Pad V.YAsP-RI Thru 1.0 F-. W Thrtr t. Le1t -.-.. - Total 1 5 t Total t s Taal Factor 1.£r ; 1 1.0 f 1.Q p to i.0 1.0- _%0 �, 1A.._ in i 1.6 _.. tor_ -to- 1.0 .__PIA r 139 91 0 252 86 39 47 0� 154 33 195 44 0 772 25 --41 136 04;15 PM 26 127 88 1 241 78 41 51 4 171 38 201 43 1 283 28 74 38 0 140 0430 PM 27 144 83 0 254 71 32 40 0 143 35 216 50 0 301 22 79 46 2 149 04:45 PM 20 181 58 0 239 73 25 45 0 143 38 211 39 0 288 20 64 46._ 9 130 ��.._.99 ..._ 0 ._..._ ___1,aml........4i.... iJ71 � 320 t 9� 290 197 183 1 _....BAf iM 823 176 1 1144 95 288 171 3 555 05511 PM 23 154 104 1 282 87 37 45 1 170I 47 189 58 1 295 0515 PM 14 159 69 0 242 91 59 59 0 209 Jljt 44 214 37 0 295 0530 PM 19 154 73 2 248 64 44 48 0 176 41 194 38 0 273 �A5 PM 21 181 77 0 259 77,_. 41 39 0 157 37 189 40 0 206 Yam 77 -._ 7f 628 323 3 1031 1 339 1$1 ... 191_...��.1 712 1 9 786 373 1 1129 Grind Total 174 T19 643 4 2020 629 318 374 2 1323 Apprth % 8.6 59.4 31.8 02 475 24.0 28.3 02 Total % 2.8 17.8 9.5 0.1 30.0 9.3 4.7 55 0.0 19.8 • Court€er:2344 Counted by:LG W tauter: Ctear Landmark: N/A • 313 1� 349 2 2213 13.8 70.8 15.4 0.1 4.8 23.9 5,2 0.0 33.7 21 79 32 2 134 19 90 48 0 158 28 87 36 1 150 20 77 31 0 128 86 333.... t4e 9 570 181 619 319 6 1125 16.1 55.0 28.4 05 2.7 92 4.7 0.1 16.7 rrEaea Out it Td i Chi t 2Igt (I tor 4 t4 41 i i Leo tins f_5¢a fob _ I.1 1. mT...AI at in Tdi kt Total 814 838 847 800 3299 e81 904 847 810 6741 Richard Garcia & Associates, inc. 2468 SW 8th Street Miami, FL 33135 Tel: 305-595-1505 UstFlom l iThie T11ruLeft ath s Total P4r1 APP. I. t f Them Factor 1. 1A 1.0 1.0 131.0 0400 PM 1 219 10 1 231 € 18 0 0415 Pro 2 244 11 0 257E 12 0 0430PM 4 222 13 2 241 1 13 0 04.45 PM 4 207 6 0 2791 12 0 Tata 11 952 42.rn"...3_...-10061 55 0 08A0 PM 3 282 9 05:15PM 3 261 It 05,30 PM 1 229 0 95:45PM 2 243 7 Tali) 9 101 33 Taut fA 1A 4 0 22 15 329 2 0 346 5 0 17 9 312 4 0 325 8 0 21 3 309 2 0 316 5 0 17 15 317 0 0 332 Fie Name : TMG NE-1 Sds Code : 00000000 Start Date :1002004 Page No :1 Sae Davaway Fawn W061 Thni FiLet f Total PP. _14 _1.00.I_.1.0.10_._...._a 8 0 3 0 9 6 1 4 0 11 30 0 4 2 36 Taal 603 808 589 664 22 0 77 44 126 fl 0 1319 O 274 j 14 0 0 0 14 1 2961 0 0 0 0 0 O 2361 0 0 0 0 0 1 253 0.........:�....."__ 0 0 0 2 1059 14 0 14 Lend fatal 20 1867 75 5 2067 69 0 22 A 91 App d1 % 1,0 95.2 3.6 02 75.3 0-0 24.2 0-6 Tote) % 0,4 39.5 1.5 0.1 41.5 1.4 0.0 04 0.0 1.8 "1 Cormier:2344 Counted by:LG Weather: Clear t llartc: NlA 2 17 19 11 13 80 371 347 303 45 1 12 2 60 1 0 389 26 0 7 0 33 1 0 367 It 1 3 0 15 2 0 316 4 0 2 0 8 0......._ 0_ .314_ 4 .... 0- 1- 0 5 4 0 1395 45 t 13 0 59 104 2 9 12 0 2705 3.3 95.7 0.4 00 2.1 520 02 00 54.3 US1 Oa in imd [. f_:1 E4 r Myth �1 rea Th. MAN Et4c 1 (' f:-1 Lys 96 2 25 2 119 75.6 1.7 21.0 1.7 1.8 0.0 0.5 0.0 24 2464 710 673 558 572 2518 4982 • • • Richard Garcia & Associates, Inc. 2468 SW 8th Street Miami, R. 33135 Tel: 305-595-7505 Groups Printed- Welshed NE tad AVE NE 2911ST NE 2nd AVE NEcn Fev l 29ltWent S7 Rom North F . East From Swtti �.�Pod App.fSgFt a i�ad r._.npµ tat. Sierrah "4"� Then Left "'''•. - TfUa - 190 Pad-'--- 1'wct Lab lbw Left �t - a Total 1 s 7otd t a Total Total Fadar �: 1.0 1.0 to 1.0 1A 1.0 1A 7A 7A 1,0L 1.0 �. 04007M 14 65 3 0 62 »-- 3 33 8 �... 0 44 11 14.117) 41 0 199 19 24 11 0 54 �! 0415PM 18 72 2 1 93 2 29 7 0 38 13 151 39 0 203 21 23 17 1 62 396 04M PM 17 75 2 0 94 2 30 40 1 43 12 143 45 0 200 23 22 14 0 59 396 044A5 PM 11 77 4 2 94 5 38 7 0 48 _ 9 150 0 194 22 21 23 1 67 403 �.._...7, __... __ _._ii...........3 463 72 128 92 __.......1... ...178 44 150 i$1 .... T. 798 85 90 65 2 242 1574 Fie Name : TM0351-1 S4e Code :00000000 Start Dote : 9/30r2004 Page No :1 0540 PM 19 97 2 0 108 3 46 8 0 57 05,15 PM 10 80 1 1 92 2 36 10 1 40 0510 PM 10 74 1 0 85 3 36 9 0 50 05A6 PM 9 73 3 0 85 8 24 8 1 37 TQat 48 314 T._.._.1 370r 14 S48 31. 2....,... 193 Grand Twat 108 803 18 4 733 Apgth % 14.7 82.3 25 03 7441% 33 189 06 0,1 22.6 • Cotulter2343 Counted by:LG Weather Clear Landmark: N/A • 28 274 63 3 366 7.1 74.9 172 0.8 0-8 8.5 1.9 161 11.3 18 172 42 0 232 28 20 18 0 66 483 18 178 30 0 222 20 25 18 1 84 427 7 154 35 0 198 27 16 17 0 80 391 14 157 36 0 207 22 19 12 0 53 382 55 859 143 0 857 97 ._.. 80 135 1 243 1663 99 1 0 304 0 1653 182 170 130 3 485 3237 8.0 75.6 18.4 0.0 37.5 35.1 26.8 0.6 3.1 38.8 9A 0.0 51.11 5.6 5.3 4.e 0.1 15.0 5 T N M Scl14:011ta4 41 3 i► Ie4. 1tsu fm ¢. t TotY NF AVE 2M AVE Federal May From Natft Frarn Ndrthaast Be BelHa! Stall i Rig Th Let Pe ar arpTrit 1 sb ! Time j ht N t da Ftig Let 3 Le1 $ 51 f t! at Fader 1 R1_0_3 03 173. _ 1A iA_ 1A k PM 1r5 83 0 1 80 5 24 31 80 04:15 14 42 0 0 561 19 18 17 54 PM 04:3e 19 54 4 0 77l 9 9 22 40 PM 04'45 12 50 3 0 851 11 26 31 68 PA Tata 81 2:7 7 1 273 44 77 10 222 Richard Garcia & Associates, Inc. 2468 SW 8th Street Miami, Ft. 33135 Tel: 305-595-7505 Graiax Printed- Una48Aed NE36 ST NE2nd AVE Ft714 EAs1 From 5 4} Ha i lie rd Rig Th Id Pe APP. Rig at Th Let Pe Rig hi : nr t ria T� M Pig s t x Tat iht 1©--'fUttA 141E6 ik 19 14 10 _10 .... . 16 15 82 0 1 114 34 74 15 2 1 2313 8 15 85 0 1 1719 32 83 1Q 9 0 215 16 18 37 0 0 119 30 81 0 0 217 9 24 70 1 0 104 28 93 11 2 0 231 4 1 899 0590 PM 05:i5 PM 05:10 PM 05:45 PM Mist 15 65 14 0 94 14 61 6 0 83 17 59 11 0 87 18 63 9 9 88 52 S 42 0 352 Grand T2 45 49 1 639 TWat 3 7 Aptart 10. 5 78 02 1% 2.5 9.5 10 0.0 13.0 7 18 10 43 6 16 19 41 9 17 22 48 7 13 18 38 29 84.. 77 170 73 14 8 17 392 1 18. 36. 45. 6 0 4 15 2.9 3.7 81 49 70 4 1 2 446 10 25 10 0 0 141 7 22 10 a 0 13a 9 28 97 0 0 132 7 23 94 0 0 33 96 B 0 0 82 18 722 1 2 973 a.4 1 7 2 0,1 0.2 1.7 3.4 "4 0.0 0.9 20.1 10 6 12 33 44 2 1 1 20 83 1Z 23 77 t3 26 78 13 1 at 18 0 a 233 32 98 Ors 4 2 0 944 O 250 O 224 O 237 Fttat ht 17 16 15 12 Fie Name : TNlC Na_M2 Site cede : 00000000 Sad Date : 10r712004 Page Na : 1 NE 36 ST -.. Ftwn West Th arl iate �-1I ru LeT 1 t 1 do 7d S TotA ai! !E ill 1A 1 0� tA 85µ 15 17 0 1341 524 78 9 17 0 1181 552 78 13 14 0 120! 573 80 16 17 0 125 593 60 39 53 65 0 487 2 342 13 70 16 31 0 135I 658 11 67 11 33 0 122€66.0 14 64 14 27 0 1191 623 9 71 12 32 0 124607 57 12. 0 495.1 a i'7;Gr 22 65 99 184 10 59 10 18 483 0 1 5 6 1 3 7 f 6 8 0 } 0 t1. 35. 52. 10. 59. 1e 19. 9 3 4 coal 8 6 7 6 0.0 46 It 0 0.1 0.0 38.2 22 1 2 22 3:9 0.0 20.5 • • • C untec2314 Counted byLG Weather. Clear landmark: WA • }{!chard Garcia & Associates, Inc. 2468 SW 8th Street Miami, FL 33135 Tel: 305-595-7505 rEzn€AMC rhx M "04 2.....eQ] _._ F t_ f ▪ i ......„., 2.4 ORl1A043:48 0 PM Ih 1 4 . newCAA TO:A nrTun)1X tory Fie Name : TtvIC NE-2 Sate Cs : 000emeo Start Date : 10t7t2004 Page No :2 Link Volume PM Peak Hour Average Lln3c ROADWAY 5 m q o u V) U. 4 DIR PM Peak Hour Seasonally Aiusted NAME AT Wednesda ThursdayAVERAGE jl� �x gy?a �t s l vy 'tv J�.%a a _ c S , 2 3 4 6 8 7 8 9 10 11 12 1 Biscayne Blvd. North of NE 29 St K ti . p NB 1411 1416 1413 1,385 SS 1223 1137 1180 1,156 LINK 2634 2652 2593 2,541 2 NE 2 Ave. North of NE 29 St c i i 2E. m NB 872 814 843 634 SB 410 427 419 414 LINK 1282 1241 1262 1f249 3 NE 29 St. West of Biscayne re r-aa co,- ° a EB 289 270 250 277 WB 344 373 350 955 LINK 033 843 636 631 4 NE 36 St. Weal of Biscayne c7 4 g $ a o EB 7 505 517 511 WB 480 470 475 470 LINK 1007 978 992 981 2 Location of Count 3 Source of De1e; RGA•Rid+ed rirces 5 Acrociaies, Inc. 4 bedewing o1 data ow+rd 5 Ending of dale cpunl 8 Seaaon factor obtained from 2002 Mork% Tra10c Information CO, Miene•Dade Soeeh Celegoty 8701 7 Aide Correc loo Factor obtained fawn 2002 Ronda Trek Inlamwdon CO. 8 Link DAadlon 9, 10 Rau Data 11 Avenge of PM Peak Hour Count 12 Seasonally Atkuaafd Cakulatlan•Aventoe•SF-ACF • • • • • LINK VOLUME AADT ESTIMATE ' Lint ROADWAY W c M i� DI7i ADT .ADT AVEADT MDT Calpda6on Rounded MDT AT AM COUNT PM COUNT DAILY COUNT AM COUNT PM COUNT DAILY COUNT 1055� NISaY�'JS��'lf�tf Qi3{ s•�{L�h,i)i�<�F r.X��\h 1 7 3 4 0 0 7 6 4 f6 11 0 4tl 11 12 1S 14 1 Skeayna NMINorth of NE 29 St / I S 71 NB 6706 12009 lam7120 51979 19099 €9930 19881 37.600 Sfi 10200 9013 19019 9620 9589 19209 19514 19124 04041( 1074 21150 399k0 16740 21181 111100 88452 376p 2 NE 3 Art. Nath of NE 29 S€ ci �ey 1P i E1 g O NB 2500 2762 5342 3779 2707 6406 8114 1884 13,500 S#3 3020 4099 0519 2333 4040 7273 7098 7656 1-131E( 6469 7401 13661 8412 7347 1370 13810 , 18644 3 NE207it. west d9094l3(1a C ''' q Eli1716 1917 3035 MN 3554 350 1560 7200 4Y0 13ft2 2201 3903 1400 2236 3716 3630 3812 LINK 3100 41114 7290 3109 4101 7370 7264 7210 4 0463180. Weald Biscayne c e F.$ 3520 4576 0090 0436 4479 7014 00Q5 7913 13,500 yyg 2240 3M0 0026 2339 3884 ti023 0025 6063 UNK 0_ 5766 6396 14122 5774 5163 131137 14030 13256 2 LeeaPend ram E 04004 (MWBK' R.11.444.3e110n1050111 aAaWaaM.Irr 4540 5102244010c214 6 66,6116 or Ott 660 6 Swun FWrobmkn6 ewn20e2 Foils Tra616 0140704400n 00, taaa'11Sade 0oraa C54 5 ry 806t 1' Ate tarneclimFactor cehined horn 2002 Ftsidel ttatileh4!5 .as CO, eves 16R 006 arta (50 61 0, 10 Rim 044 11 EXty CAM Corr 11 wa(CCVra (4r10) 12 Arrapl Gf DJ* C0 fd 0ACT0 13 MAT C666 MiaroAwrr5.AAF0PACf 14104 MOT #0r8816 140rM0af70 t0141e65 swards rf110I Pro01 TWA* Faa[4660 H01.f2) Richard Marcia & Associates. Tea 2468 SW 8th Street Miami. FI. 333136 Teh 305.595.7505 Page 1 Site Cade: 000000000000 Station 1[}: 8256 Biscayne Bird. Between (NE 29St&NE 36St) Latitude: cr 0.000 Undefined Sta0 0a-00,04 Teal ._� Time _._. wei.._.... _......._ SO._..___ _. 12:00AM 54 59 _.. 113 12:15 65 33 98 12:30 38 36 74 12:45 40 34 74 01:00 28 40 68 01:15 44 28 70 01:30 34 36 70 01:45 25 25 50 02:00 40 23 63 02:15 25 26 51 02130 19 16 35 02:45 28 30 58 03:00 20 25 45 03:15 24 29 53 03:30 26 32 58 03:45 35 38 73 04:00 43 52 95 04:15 40 63 703 04:30 57 103 160 04:45 44 96 140 05A0 88 129 217 0515 100 214 314 05:30 126 234 380 65:45 112 307 419 06:00 151 304 455 06:15 165 394 559 06:30 163 441 624 06:45 203 438 641 07:00 195 460 555 07:15 178 486 848 0730 213 472 885 07:45 225 453 575 08:00 211 410 621 08:15 170 404 574 08:30 214 322 536 08:45 203 394 597 09:00 245 296 541 0915 234 323 557 09:30 218 248 466 09:45 267 284 551 10:00 252 294 546 10:15 254 267 521 10:30 276 314 590 10:45 263 281 544 11100 350 307 657 11:15 319 314 633 11:30 313 296 509 11:45 __._.. _...311 _....316_..__.. _...-....... .........---- -... 627 To1at 6768 10206 16974 Percent 39.9% 50,1 Peak 11:00 07:00 .... 07:00 VIM. 1293 _ 1853 2664 P.FI.F. 0.924 0,981 0.972 • • • • • • Richard Garcia & Associates, inc. 2488 SW 8th Street Miami. FI.333135 Tet 305_595.7505 Page 2 Site Code: 000000000000 Station 10: 8258 Biscayne Blvd. Between (NE 29St&NE 3651) Latitude: 0' 0.000 Undefined TaaC_._ 12100 PM 266 363 569 12115 3t4 283 597 12:30 369 329 638 12:45 305 348 613 01:00 304 267 571 01:15 318 273 59'1 01:30 328 280 608 01:45 292 280 572 02:00 325 274 599 0215 330 293 623 02:30 258 285 541 02:45 316 249 565 03:00 295 235 530 03:15 345 292 607 03:30 351 238 389 03:45 367 275 842 04:00 -344 264 698 04:15 349 2153 612 04:30 333 204 537 04:45 327 287 614 05:00 331 251 582 05:15 332 226 558 05:30 324 223 547 05:45 323 220 543 06:00 300 493 493 06:15 281 205 486 08:30 278 196 474 06:45 238 203 441 07:00 243 189 432 07:15 215 179 394 07:30 244 157 401 07:45 205 172 381 06:00 200 156 350 08:15 201 145 346 08:30 209 156 365 08:45 191 147 338 00:00 183 151 334 0915 164 143 307 09:30 143 132 275 09:45 127 106 233 10:00 162 84 246 10:15 118 98 216 10:30 115 10C 215 10:45 101 82 183 11:00 147 78 225 11:15 120 68 188 11:30 72 56 126 211:45 04 51 ......_...... ...................---- ___115 _e.. -.. __.. fete] ._... 12009 9619 21622 .. Pcrcenl 55.5'6 44.5 ...........__ Peak 15:30 12:00 ..... .......... ...... 15:30 Vol. 1411 1223 2451 P.H.F. 0.981 0.929 0.954 Richard Garcia & Associates, inc. 2468 SW 8th Street Miami, FL 333135 Tot:305.595.7505 Page 3 Site Godm 000000000000 StiMinn 10: 8258 Biscayne Shed. Between (NE 29St&NE 36S1) ._._.... _._.._ ................ _ Latitude 0`' 0.000 undefined Stan' Al -tact -A# Total 12:00AM._ 86 55 121 12:15 63 46 109 1230 53 38 91 12:45 50 34 84 01110 46 32 78 01:15 43 31 74 01:30 43 33 76 01:45 35 22 57 02:00 33 35 68 02:15 38 24 62 02:30 19 22 41 02:45 33 18 51 03:00 29 19 48 03:15 33 24 57 03:30 26 38 64 03:45 36 27 63 04:00 45 48 91 04:15 46 59 105 04:30 55 81 i36 04:45 74 83 157 05:00 88 135 223 05:15 193 181 284 05:30 142 255 397 05:45 109 272 381 06:00 149 268 417 06:15 171 350 52/ 06:30 176 370 546 06:45 197 392 5569 07:00 214 401 615 07:15 211 406 617 07:30 224 376 6116 07:45 282 44s 727 08:00 246 419 656 06:15 220 415 *35 08:3A 214 335 549 08:45 200 329 529 09:00 214 318 532 09:15 218 Sin 536 09:30 225 291 516 09:45 236 315 551 1460 315 255 570 10:15 265 254 542 I4:30 282 312 594 10:45 296 254 550 11:00 326 308 634 11:15 322 290 612 11:30 314 304 618 11:45 __.. 272.... 294 566 Total 7120 9620 18740744 Percent.......... 42.5% 57,5%,_ Peak 10A5 07:30 _ 0730 Vnt. 1258 1646 2618 P.H.F. 0.965 0.925 0.900 • • • Richard Garcia & Associates, inc. 2488 SW 81h Street Miami, Ft. 333135 Tel: 305.595.7505 Start' 07-0 40d _� L? _..._w... rn41 148 SR 12:00 29 4 328 758 12:15 286 291 12:30 282 273 12:45 296 277 01:00 273 266 01:15 307 253 01:30 286 248 01:45 306 272 62:00 293 264 02:15 327 299 02:30 289 277 0245 341 253 03:00 320 240 53:15 319 222 03:30 359 257 03:45 32s 288 04:00 374 233 04:15 356 286 04:30 324 285 04:45 315 258 05:00 340 228 05:15 302 258 05:30 329 220 05:45 313 218 06:00 295 189 06:15 251 204 06:30 251 205 06:45 244 187 07:00 259 182 07:15 251 151 07:30 222 167 07:45 2116 150 08:00 209 142 08:15 190 160 118:30 208 154 08:45 186 125 09:00 204 180 09:15 19O 139 09:30 144 144 04:45 154 118 10:00 168 119 40:15 140 119 10:30 137 97 10:45 110 73 11:00 112 711 11:15 109 80 11:30 81 92 11:45 87 80 Total 11979 9589 Percent 55,5% 44.5%_ Peak 15:30 12:00 Vol. 1415.x 1137/ P.H.F. ......__ 0.946............._0.951 Grand 37876 39028 Total Percent 43.3% 50.7% ADT got Calculated • Page 4 Sile Code: 000000000000 Station ID: 8258 Biscayne Blvd. Between (NE 295t&NE 38SOO 16111ude: tY 0.000 Undefined Tsai._:,. 624 577 555 573 539 560 534 578 557 626 546 594 560 541 616 614 607 642 603 573 568 560 549 531 484 455 450 431 441 402 389 356 351 350 362 311 384 329 288 272 287 259 234 183 182 189 173 167 21568 15:30 2479 0.965 76904 Stall 06A2-41 1'kne _ Wed S8 1,113 12:04AM 9 14 12:15 12 14 12:30 3 3 12:45 3 11 0/:00 6 8 01:15 2 5 01:30 3 7 01:45 3 5 02:00 4 7 02:15 4 1 02:30 6 3 02:45 2 2 03:00 4 7 03:15 4 8 03:30 6 6 03:45 4 7 04:110 8 11 04:15 12 17 04:30 15 14 04:45 20 22 05:00 32 18 05:15 54 29 05:30 58 40 05:45 102 48 06:00 130 63 08:15 143 69 08:30 210 57 08:45 25o 65 07:00 242 66 07:15 232 84 07:30 229 71 07:45 246 85 08300 199 84 08:15 162 80 08:30 131 76 08:45 146 07 09110 104 85 09:15 03 89 09:30 101 87 09:45 105 67 1040 89 107 10:15 82 115 10:30 79 100 10:45 109 139 11:00 87 154 11:15 90 144 11:30 98 116 11:45 108 141 Total 3820 2580 Percept 59.7% 40.3% Richard Garcia $ Associates. Inc. 2460 SW 4th Stmet Miami, FI, 333135 Tel: 3t35.595.7505 Page 1 Site Code: 000000300004 Station ID: 9453 NE2Ave. Between (NE 29318 NE 36ST) Latitude 0' 0,000 Undefined Toi51 - _...�...�.23 26 6 14 14 7 10 6 11 5 9 4 11 12 12 11 19 29 29 42 48 83 98 150 183 212 267 315 32e 316 24e 331 273 250 207 233 189 172 188 192 196 197 179 248 237 234 214 2d4 6400 Peak 66:45 11:00 07:00 Vol. 952 551 1274 P.H.F. 0.952 0.916 0.962 • • • • • Richard Garcia & Associates, Inc. 2468 SW 8th Street Miami, F1. 333135 Tat: 305.595.7505 Page 2 Site Coda: 000000000000 Station 10: 9453 NE2Ave. Between (NE 29st & NE '15' T) Latitude: l7 0.000 Undefined Stari...... 09-0c1-04 T l41 11111C .... .... _..._..58 . N0 12126.... ---____ ...._........_....__...._ 224 12:15 98 140 236 12:30 104 119 223 12:45 100 119 219 01:00 99 115 214 0115 74 133 207 01:30 87 151 238 01:45 85 131 216 02:00 102 134 236 02:15 74 927 201 02:30 102 158 260 02:45 130 199 32S 03:00 95 190 285 03:15 83 171 254 03:30 89 189 288 03:45 80 21S 29$ 04:00 104 233 337 04:15 92 222 314 04:30 92 180 272 04:45 81 171 252 05:60 82 169 251 05:15 69 150 219 05:30 69 145 214 05:45 61 86 157 06:00 47 61 108 06:15 51 79 130 06:30 45 76 122 06:45 43 58 101 07:00 46 47 93 07:15 36 48 84 07:30 42 55 97 07:45 25 50 75 06:00 29 57 86 08:15 23 46 69 08:30 16 34 50 08:45 24 37 61 09:00 19 27 46 09:15 16 30 46 09:30 26 32 58 09:46 23 24 47 i0:00 12 21 33 10:15 20 22 42 10:30 23 25 48 10:45 12 17 29 11:00 12 19 31 11:15 8 14 22 11:30 6 16 24 Si:45 6 9 15 Total 2762 1599 _ .........._.. ... 746! Petcenl _._.. 37.0% 63.p% .................... ...... ........... __-__. _. _._ Peak 14:30 15:36 15:30 VoL 410 872 1237 P.H.F. 0.788 0.936 0.918 Richard Garcia 8 Associates, inc. 2468 SW 8th Street Mliami. F1. 333135 Tet. 305.595.7505 Page 3 Site Code: 0000000(0000 Station ID: 9453 NE2Ave. iietween (NE 29st & NE 3657) Latitude: 0 0.000 Undef'uted Stan 0 -0c 4 t --- — _ _............ ......... - _ .._.__ _.___......_.............� _ . Tatat Time Thu Se tJ5 12:00AM 12 20 12:15 5 12 17 12:30 7 4 11 12:45 5 9 14 01:00 3 10 13 01:15 2 6 8 01:30 3 9 12 01:45 3 3 6 02:00 3 3 6 02:15 8 3 11 02:30 3 2 5 02:45 1 2 3 03:00 4 4 8 03:15 4 3 7 03:30 5 6 11 03:45 2 4 6 04:00 9 8 17 04:15 10 13 23 04:30 13 13 26 04:45 22 15 37 05:00 31 20 51 05115 48 27 75 05:30 63 31 94 05:45 102 39 141 06:00 100 52 152 00:15 144 62 205 06:30 206 64 270 06:45 ens 60 265 07:00 255 75 336 07:15 284 77 34i 07:30 211 83 254 07:45 198 109 507 08:00 222 97 319 08:15 102 103 285 08:30 126 75 201 08:45 130 f10 240 09:00 106 74 160 09:15 - 119 105 224 09:30 88 82 IT0 09:45 90 102 192 10:60 88 130 218 10:15 106 120 220 10:30 84 110 594 10:45 93 112 205 11:00 91 139 230 11:15 99 125 224 11.30 100 155 256 11:45 .... 110 157 267 Iota[ --- 3779-.._.2$33 6412 Percent _.... 58.9% 41.1 %. ...... Peak 06:45 11:00 07:00 Va. 935 577 1272 P.H.F. 0.885 0.919 0.933 • • • • • Richard Garcia & Associates, Inc. 2468 SW 8th Street Mien, Ft. 333135 Tel: 305.595.7505 Page 4 Site Code 000000000000 Station ID: 9453 NE2Ave. Between (NE 29s1 & NE 36S1) Latitude: 0' 0.000 Undefined ..._..... _ ...._...... scan e7 rlrt-i4 rota/ Tire ....._-Thu __-_ 56 NB__,_, _.. .....___.. 12:00 PM 198 143 251 12:15 122 130 252 12:30 98 117 215 12:45 99 126 225 01:00 82 105 187 01:15 75 111 166 01:34 86 127 233 01:45 103 132 235 02:00 83 127 210 02:15 96 155 251 02:30 168 170 278 02:45 97 184 281 03:00 81 189 270 03:15 90 199 289 03:30 78 262 288 03:45 82 in 293 04:00 97 210 307 04:15 91 219 319 04:30 89 179 255 64:45 56 145 202 05:00 79 155 234 05:15 59 145 204 05:30 69 120 189 05:45 71 106 179 06:00 49 78 127 06:15 5E 86 145 06:30 44 59 103 06:45 42 711 112 01:00 47 62 109 07:15 43 50 93 07:30 28 53 81 07:45 24 32 56 08:00 25 44 69 08:15 25 40 65 08:30 25 45 71 08:45 30 33 63 09:00 22 40 62 09:15 25 39 64 09:30 15 26 43 [3.9:45 26 35 61 10:00 12 22 34 10:15 14 22 36 1030 11 20 31 10:45 14 21 35 11:00 12 26 38 11:15 8 13 21 11:30 4 22 26 ...... 17 45. _........_... 3 ...3A.... ..... ....._ _. 21 Total 2707 4640 7347 Percept.. _ _. 36.8 .._......._63,2% Peak 12:00 15:30 Vol, 427 614 P.H.F. 0.875 ...0,929 Grand 1306E 14552 27620 Total Percent 47.3% 52.7% ALIT Not Calculated 15:30 1182 0.937 Richard Garcia & Associates. Inc. 2468 SW 891 Street Miami, Fl. 333135 Tet 305.695.1505 Page 1 Site Code: 000000000000 Ste6on 10: 8370 NE29St West of Biscayne & E N Miami Ave Latitude: 0' 0.000 undefined slari 013-0ct-34 littal Term Wed 68 W8 12:00 AM 2 5 7 12:15 6 5 11 12:30 1 3 4 12:45 4 4 8 01:00 1 3 4 01:15 2 2 4 01:30 2 3 5 01:45 0 22 1 02:00 2 3 02:15 I 3 4 0230 2 3 5 02:45 1 1 2 03:00 4 5 9 03:15 3 3 6 03:30 4 4 8 03:45 1 0 1 04:00 3 6 9 04:15 $ 7 12 04:30 8 6 14 04:45 6 9 15 05:00 18 9 26 05:15 36 12 48 05:30 42 13 55 05:45 49 48 97 05:00 41 38 79 06:15 54 41 95 08:30 53 50 103 06:45 66 56 122 0700 sr 50 117 07:15 71 43 114 07:30 93 68 159 07:45 69 55 124 08:00 62 54 116 06:15 76 49 i25 08:30 54 44 se 08:45 54 41 95 09:00 72 55 127 09:15 50 57 107 09:30 58 51 109 09:45 45 47 92 10:00 55 39 94 10:15 58 50 100 1 8:30 65 51 116 10:45 64 59 123 11:00 75 sr 142 t1:15 82 47 120 11;39 57 40 110 11:45 64 7137 Total 1718 13823 3100 Percent 55.4% 44.6% Ptta1t 57:00 11:90 07:30 Vat 300 230 524 P.H.F. 0,8135 0.788 0.624 • • • • • -.----.._Tkoe Wed..__....._......_ 12:00 PH1 65 74 12:15 73 54 12:30 58 83 12:45 78 71 01:00 76 73 01:15 59 78 01:30 70 54 01:45 56 68 02:00 64 83 02:15 61 83 02:30 57 81 02:45 66 81 03:00 54 80 03:15 55 77 03:30 48 74 03:45 59 87 04:00 68 102 04:15 66 ea 04:30 52 75 04:45 68 66 05:00 55 72 05:15 57 54 05:30 50 51 05:45 25 43 06:00 49 47 06:15 52 57 06:30 38 35 06:45 29 34 07:00 26 24 07:15 21 28 07:30 32 34 07:45 18 22 08:00 23 25 08:15 37 33 08:30 28 23 08:45 t3 29 09:00 15 26 09:15 18 14 09:30 10 16 09:45 14 19 10:00 14 7 10:15 10 7 10:30 9 11 10:45 9 13 11:00 6 9 11:15 6 16 11:30 3 4 11:45 3 4 T.........................1917 ..............2281 otal Perrerli ____...__..... _.......45.7°ti...... 54.3% Peak 12:45 15:45 Vol. 289 344 P.H.F. 0926 0.843 Richard Garcia & Associates, Inc 2468 SW 831 Street Miami, FL 333135 Tel: 305.595.7595 Page 2 Site Code: 000000000000 Station ID: 8373 NE29S1 West of Biscayne & E- N Miami Ave Latitude: 0' 0.000 Undefined Total 139 127 141 149 149 137 130 124 137 144 138 147 134 132 122 146 170 146 177 132 127 111 101 68 96 109 73 63 50 49 66 38 48 70 51 42 41 32 26 33 21 17 20 22 15 24 7 41 15:45 589 0.866 Richard Garcia & Associates, Inc. 2488 SW 8th Street Miami, ff. 333135 Tel: 305.595.7505 Page 3 Site Cade: 000000000000 Station 10: 8376 NE295t West of Biscayne & E- N Miami Ave Latitude 17 0_000 Undefined start 07-ika-84 .......... .. . .-- . Total Tate Thu 12:00AM 3 9 12 12:15 1 3 4 12:30 4 1 5 12:45 1 3 4 61:00 2 3 5 01:15 0 2 2 01:30 0 4 4 01:45 3 2 5 02:00 4 0 4 02:15 0 0 0 02:30 0 4 4 02.45 0 2 2 03:00 1 3 4 03:15 2 3 5 03:30 2 2 4 03:45 1 2 3 04:00 4 2 g 04:15 8 11 19 04:30 7 4 11 04:45 14 7 21 05:00 14 14 28 05:15 34 26 60 05:30 38 30 68 05:45 40 44 64 06:00 47 38 63 08:15 71 34 105 06:30 59 46 105 06:45 67 63 130 07:00 TO 53 123 07:15 61 67 128 07:36 7e 52 130 07:45 67 56 123 06:00 71 61 132 08:15 67 45 113 06:30 60 43 103 08:45 51 48 90 09:00 45 48 93 09:15 60 45 105 09:30 44 41 85 09:45 48 59 107 10:00 67 61 128 10:15 56 47 106 10:30 66 47 113 10:45 65 59 124 11:00 63 61 124 11:15 58 79 137 11:30 78 69 147 11:45 _.... 84..... ..._. 78._ 162 Total 1689 1480 _.... 3160 ...Percent 53.3k._....46,7%... Peak.._ 07:30 11:00 _ _.. _.. 11:00 Vol. 283 287 570 P.H,F, 0.842 0.906 0.880 • • • Richard Garcia & Associates, Inc. 2468 SW 8th Sweet M ami, fil. 333135 Tel: 305.595.7505 Page 4 Site Code_ 0000000013000 Station 61 8376 N€29S1 West of Biscayne & E- N Miami Ave Latitude: 6' 0.000 undefined start Ct7-0�-6e Tot Tia,o__ ...Thu 18 .... Wi3 - --- 12:00 PM 83 72 155 12:15 ea 73 141 12:30 64 71 135 12:45 55 76 131 01:00 68 62 128 01:15 55 59 114 01;30 46 55 101 01:45 48 54 132 02:00 65 76 141 02:15 68 77 145 02:30 60 85 tee 02:45 71 118 tat 03:00 59 67 146 03:15 56 e1 137 03:30 57 95 152 03:45 65 80 145 04:00 64 94 158 04:15 53 88 121 04:30 61 81 142 04:45 49 59 los 05:00 59 77 138 05:15 50 53 103 05:30 37 45 82 05:45 40 47 87 08:00 48 40 813 06:15 32 55 87 06:30 29 36 65 (16:45 33 21 54 07:00 35 38 73 07:15 31 33 64 07:30 23 22 45 07:45 19 19 38 08:00 16 26 42 08:15 35 19 54 08:30 25 19 44 08:45 5 72 27 09:00 20 18 38 09:15 12 14 28 09:30 15 10 25 09:45 23 16 39 10:00 19 14 33 10:15 6 10 18 10:30 9 6 15 10:45 6 4 10 i1:00 9 13 22 11:15 4 6 10 11:30 6 8 14 _..11:45 .....6_---..Z........ ... a.. Total 1865 2236 4101 Percent 45 5% ... 54,59 Peak 12:00 14:45 14.15 Vol. 270 373 617 P.H.P. 0.813 0.846 . .0.852.. Grand 7189 7379 14568 Total Percent 49.3% 50.7% APT Not Calculated • Richard Garcia & Associates, inc. 2468 SW 8th Street Miami, FL 333135 Tet:305.695.7505 Star[ 08 0d-04 1/06 EO Page t Site Code_ 000000000000 Station W1: 6186 NE301hSf Between(8iscayne Blvd&N.Miami) iiaiilud6;_t3`0.000 Undeitned_ Ta;a1 12:00 A54 24 34 58 12:15 21 22 43 12:30 16 22 38 12:45 17 21 36 01:00 19 10 29 01:15 12 7 19 01:30 14 14 28 01145 t6 12 28 02:00 7 6 15 02:16 9 10 19 02:30 4 9 13 02:45 8 6 16 03:00 10 10 20 03:15 9 10 19 03:30 4 5 9 03:A5 2 10 12 04:00 7 11 18 04:15 5 8 13 04:30 6 20 26 04:45 10 12 22 05:00 10 20 30 05:15 17 24 41 05:30 20 43 03 05:45 20 41 61 06:00 40 62 102 06:15 26 98 124 06:30 48 121 169 06:45 57 131 188 07:00 60 126 186 07:15 89 145 235 07:30 us 173 274 07:45 in 172 275 08:00 124 159 223 08:15 98 152 259 08:30 89 170 259 08:45 97 164 261 09:00 77 163 240 09:15 77 145 222 0430 88 127 215 09:45 68 123 209 10100 95 f17 212 10:15 89 107 196 10:30 85 108 193 10:45 84 101 185 11:00 92 113 205 11:15 7d 111 185 11:30 90 118 208 11:45.._ 101) 122 222 Total 2246 3520 5766 _ Percent ................... 39.0% 61.0"k... ........... Peak Q7:30 07:30 -. .__..._. ........ __ 07:30 Vol. 416 656 1072 A.H.F. 0.839 0:948 0.947 • • • • Richard Garcia & Associates. Ins 2468 SW 80t Street Miafni, H. 333135 Tel 305.695.7505 Page 2 Site Code: 000000000000 Station ID: 6186 NE361hSt Batween(Biscayne 8kd8N.Miami} Latitude: 0' 0.000 Undefined Stan oe-oa�a __.._._._. --- Talai Tppe Wed 12:00 PM J5 132 227 1:15 118 107 225 12:30 94 113 207 12:45 112 130 242 01:00 95 133 228 01:15 82 T20 202 01:30 95 111 206 01:45 S9 Si 190 02:00 112 1z2 234 02:15 115 139 254 02:30 101 140 241 02:45 108 125 234 03:00 108 113 221 03:15 129 125 253 03:30 125 133 258 03:45 Ins 123 245 04:00 107 138 245 04:15 121 108 229 04:30 127 110 237 04:45 74 123 197 05:00 125 137 262 05:15 115 124 239 05'30 97 122 219 05:45 84 120 204 06:00 122 109 231 46:15 80 111 191 08:30 88 1/9 207 08:45 70 112 182 07:00 52 83 135 07:15 68 98 186 07:30 62 81 143 07:45 59 75 133 08:00 51 72 123 08:15 53 64 117 08:30 55 67 122 08:45 42 59 101 09:00 49 73 122 09:15 42 68 110 09:30 40 58 98 09:45 39 43 82 10:00 39 53 91 10:15 39 411 87 19:30 31 59 90 10:45 35 42 77 11:00 30 31 61 11:15 20 38 64 11:33 29 37 OS 11:45 25 36 01 Total_.- 3780 4a76 _.. __. 13356 Percent _.. 45.2% 54.8s6 Peak 15:00 14:00 15:15 Vol. 480" 527 998 P,Fi,F. 0.938 0.941 0,952 Start 07-00-04 time Thu 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 03:30 113:45 04:00 04:15 04:30 04:45 45:00 05:15 05:30 05:45 05:00 0B: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 t 1:30 11:45 Total Percfn l Peak Vol. 19 23 18 21 11 19 9 4 7 16 8 9 8 8 4 8 9 7 9 6 I 16 28 27 32 34 57 50 75 84 99 109 108 92 68 410 109 102 87 78 92 76 99 69 87 98 106 94 2339 40.5% 08:30 409 0.930 Richard Garda & Associates, Inc. 2466 SW 81h Street Miami, FL 333135 Tel: 305.595.7505 Page 3 Site Code: 000000000000 Station ID: 8188 h1F3681S1 Setween(Biscayne Blvd&N.Miarni) Latitude: 0' 0.000 Undefined tote! f93 ........._4 22 i 29 52 24 42 11 32 15 25 12 31 13 22 7 11 17 24 14 30 17 25 8 17 8 16 9 17 13 17 11 19 11 20 10 17 13 22 19 25 20 31 30 46 39 67 36 63 58 00 103 137 109 168 113 163 123 198 130 214 154 253 161 270 142 2$a 167 259 123 216 105 275 136 275 130 232 133 220 129 207 109 201 124 200 i06 205 119 487 98 185 109 205 126 234 ..... 1 219 3435 5774 59.5 08:15 07:30 626 1032 0.937 0.938 • • • • • • Richard Garda & Associates. lnc 2468 $W 8t1 S1reel Miami, FL 333135 TeL:305.595.7505 Page 4 Site Code: 0001300000000 S1akan ID: 6186 NE36111&t Between(Biscayne Blvd&N.Miami) Latitude: 6' O.000 Undefined —_.©7-0o1434 ----.._...�.. _— _..... __.... ....... �. _._.. ... fatal' ram __...Too...__.. WI3 Etl___ 12;00 PM 92 1138 200 12:15 97 129 • 226 12:30 86 124 210 12:45 109 102 211 01:80 96 119 215 01:15 62 119 201 41:34 93 109 202 01:45 88 110 193 02:00 83 115 198 02:15 97 122 249 02:30 100 131 231 02:45 119 112 231 03:00 120 119 239 03:15 97 128 225 03:30 132 109 241 03:45 128 128 248 04:00 112 131 243 04:15 1t8 13s 241 04:30 124 112 236 04:45 106 124 230 05:00 100 123 223 05:15 109 130 239 05:30 111 129 240 05:45 81 117 198 06:00 92 118 210 06:15 96 124 216 06:30 81 111 192 06:45 70 117 187 07:03 72 81 153 07:15 62 77 139 07:30 48 85 133 07:45 65 86 151 08:00 76 72 148 08:15 52 56 108 08:30 30 56 94 00:45 43 61 104 09:00 37 67 104 09:15 43 51 94 09:30 36 53 89 09:45 42 44 86 10:00 36 46 82 10:15 47 41 88 10:30 42 59 101 10:45 32 50 82 11:00 44 37 81 11:15 30 37 67 11:39 21 34 55 11:45 19 35 54 ....._ Total 3684 4479 - ---_ _._.. _.__ ........... ................. 8163 Petceni 45.1--% 549%. Peak 15:30 15:45 15:30 Vol. 470 506 / 973 P.H.F...,..... 0.890... 0.937 __.. Grand Total 12049 16010 28059 Percent 42.9% 57.1% Ai3T Mot Calculated Comm/tied Dovolopments 1601 R0a64VAv NAVE U6a 761d 1n16C P 48226461 V 1,4PPVv MgF71VWtd P622 .7fipa ia.11 6 ECM Avant B2 Lou 4 62261a Cmtlo ON162 PYFnum /13336 * O _ OS 4ngaad 4135semt- 60s8 c _ Pm* of rimap4N Ed,7 . / E 0 4 6 1II 44 16 11 tl 1 6811616ea1116 6668. 06 1 16 6 13 7 6 2 0 4 0 a 06 78 140 16 10 2 12 10 26 10 10 4 4 0 9 24 22 414 104 21 UKK 2 02 14 00 10 1F F a 0 6 44 44 R12 227 40 2 AS 2 Ara N6 0 17 6 8 6 2 6 0 a 0 0 0 01 Al 6 $4 a 21 0 0 2 A a 0 0 0 0 4 27 60 0 i,41K a 36 0 0 4 4 4 4 4 0 a 4 46 a4 11 3 4416111. 06 4 4 0 0 6 0 . a a F0 10 2a a 113 161 22 WB 3 40 A 0 0 0 0 0 20 12 0 (7 40 p0 11 9445 11 44 a a O 4 4 4 44 24 04 O 122 444 37 4 1106414 E6 0 0 0 0 0 6 1 6 44 12 0 20 f06 141 5¢ te>f 9 0 0 0 10 6 4 4 60 17 0 30 ISO 140 27 3Y111 8 4 0 0 14 F I I. 4 f34 is i 4 66 201 .104 F4 Nam 1 Raa11.62, Nam 2 1]iN8d1 3 Pant 45AltiortAnimadt. P.C.F'gn 0 4 Kw' J663412.44664 , P,E, F*ra 4 6 Fmin.60lr31A34886 E. Fi0AV4 e Pmmdaaa06AMNIA, E. 4 6 neu 7 Rant AMM."P.6. 6pa66 a FM%JBkaon AN061tlt P.E. F 046 6. 4 Pork Jma1311 Wade[ P,1, 1/04r►7. 10 Fremisd6 4166*4tla, PE. Fgsaa 11 131.0m.1 4Fl01n6 12 Frbro KFIA Awe 0 16 PrcmrPA 4m4KN. 14 Fm114444Foxe 4 10 7022 880111a101a67r2110 64 Tow 09444bi Ia POrapf 770 17 Invd9a Moon el Vomit Trip RadC0060414.116tat 16411 •0,141) •Cd'51 • • • FIGURE 8 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEOT, P.E. • 5TH AVENUE LOFTS April 8, 2004 Page 28 21/2 NE 33 ST 2313 tr1121 22i1a f w.rs. 14110 30121 NE 2S ST w 2 49.16 1T/12 44117 49/18 4/9A NE 34 ST st2 8/6 21 715 NE33ST 8/ 33122 = AMIPM PEAK HOUR PROJECT TRAFFIC FIGURE 8 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKS ON M. AHLSTEDT, P.E AVANT February 26, 2094 Page 28 s • • • NETATI1 STREET NE 2ND AVE NE 28TR STREET NE27TM STREET NE 2ST11 TERRACE Ilima NW. HMO. .... NE 26TM STREET k_z PROJECT Ciao NE 2STN STREET NE 24TN STREET HE 22RO STREET NE 22ND STREET NE 21ST STREET ! _ ...... 311«5RMPEAK NOUN. NET ADES ORAL TRAFFIC D UE TO PROJECT NORTh NTS BISCAYNE BAY FIGURE 6 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEOT, P.E. • BISCAYNE SAY LOFTS Sepie[nbSS 12, 2On Page 22 NE18 St NE1T 1 g184:AM PM PEAK :HOUR :PROJECT :TRAFFIC FIGURE 6 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEDT. P.E. EDGEWATER TOWER August 4. 2003 Pape 22 e • o 2/5 ry W 5/1 1/4 NE ZSiF1 S NE NE 2TTH STREET 26TH TERRACE TETH STREET 6+t4 aim Lt551 6E 25TH STREET PROJECT NE 24TH STREET 121 21RO STREET NE 22ND STREET 21ST STREET 1555 a NE 20TH STR 5/14 ea 12R�� 5/12 y1 =AMMPS., PERK. HOUR NET ADINTIONAL TRAFFIC SUE TO PROJECT NORTH NTS BISCAYNE BAY FIGURE 7 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEDT, P.E • GALLERY ART CONDOMINIUM June 3. 2004 Page 25 NE 36 ST N T.S. 114 ry W z 33 5 1115 Its 1015 21110 914 p 6112 4125 PROJECT NE 26 ST 241 4 NE 26 ST 17185 142,17 NE 22 ST its 17l8 12/5 t3t16 E 20 ST -4--- 11 2fit 5134,I ti15 LEGEND 9,4 ,t119 3/11 = ANIIPM PEAK HOUR NET ADDITIONAL TRAFFIC DUE TO PROJECT FIGURE 6 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEDT, P.E. ONYX 2 CONDOMINIUM April 15. 2004 Page 23 • • • HE ]TTH ETREEV a m ME S2NO STREET tatJ./18T6 HS HST STREET zis HE 297H Si PROJECT 7/2 11§ !fE ] TRI STREET N£SOTO TERRACE 1 RN Jt1H SERE-07 BISCAYNE BAY HE RCN TERR W2 / AMi?M P EA`.t OUR PROJECT TRAFFIC FIGURE 7 AM AND PM PEAK HOUR PROJECT ► RAFFIC JACKSON M. AHLSTEt1 T, P.E. • PLATINUM CONDOMINIUM February $, 2003 P�ge 24 FIGURE 4 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. ANLSTEDT, P.E. THE SKY RESIDENCES Mardi 15, 2002 P.9e..21 • • • • Scale Rites R02$ 0.05 OA75 Qi Figure 5 Shops at Midtown Miami Project Turning Movement Volumes Legend & AM Peak Hose Volume [OR) PM Peak Hour Volume °{- FEC Unload Existing Roads • Proposed Roads .. _ Project Reundaty Crrderliorn Auto z. Z604 213}-- 6(11}—y sate tit t4E30t5st(US 27 Legend / 3 AM Peak Hour Volume (6) PM Ptak Ho rVolume -i- 4 - EEC RePlread Existing Roads Proposed Roads 1.27-ZIMProject Boundary 3l6)J 7�3^" Figure 7 Shops at Midtown Miami • Midblock Project Turning Movement Volumes 0.02E 0.0S 0 075 0.t b.-ME .. arktkiastes,Irc. 1uy 27. 2554 • • • 42 ST 4i ST 0 ST • 39 ST SR 195 36 ST RA' PROJECT SITE �37 ST 45 001 1a 39 ST 38 ST LEGEND Primary Fria 6i Pass-1)y Trip (61) BISCAYNE/ NE 38 STREET MUSP TRAFFIC STUDY TEILLi PM PEAK PROJECT TRIP ASSIGNMENT 8 Page 13 • (--- 1szJte eft 4-16x/1g 9th Street 1 `a1SJ16-1t 4-15sna 5z/6 4. n z� Fx/9 j-18X/21 3,1 w n t-36/42 4-25x/2s e-2ttzn= T NE 21st Street 0 0 s'1n �t\t 2X/2 —10%Jt2 I S! T= (SEE OE1AL) c NE 20th Street 207/ZI1 4.20% OUT/33 2az e I2e—► c CV w 4J• NE 15th Street 5%/5 5X/5---► 1 M �Kt 3oxf31-1. sx/6 41) , 19th Street NE 20th Terrace i 1 6 X X in 4— Sa/5 1 N Q-A y� (ry1.}J4 a4 E414t ali4( ��zr�#l�E/y'f� F LEGEND P.M. PEAK HOUR OISTRIBUT!ON/ASSSGNMENT (VEHICLES) P.M. PEAK HOUR/DisTRIeUTirJN/ASSSGNtAENT (PERSON -TRIPS) FIGURE 4 PROJECT MP DISTRIBUTION AND ASSIGNMENT mi�and Associates, Inc. • • TRANSIT CORRIDOR Biscayne Blvd EXISTING TRANSIT (BUS) VOLUME TO CAPACITY TRANSIT ROUTE 3 16 36 62 T Additional Description NUMBER OF TRANSIT 2004-2005 VEHICLES Peak Hr. IN PM PK Headway HOUR 20 20 15 10 16 3 4 4 TRANSIT VEHICLES NUMBER OF SEATS 43 44 46 41 46 TRANSIT VEHICLE LOAD @ ROUTE PM 160% PEAK CAPACITY CAPACITY 65 194 66 198 69 276 82 369 69 276 PM Peak Volume 111 99 32 21 162 Transit p We 0.67 0.50 0,12 0.06 0.66 BM 95 Mac Max DT Civic Cntr 12 15 5 4 46 43 80 345 86 258 14 100 0.04 0,39 TOTAL NE 2nd Ave 9 10 15 30 4 2 46 46 1918 69 276 69 136 529 78 36 0.28 0.28 0,26 TOTAL. NE 29th Ave 6 30 2 26 414 39 78 114 3 0.28 0.04 TOTAL NE 38 ST 36 J 12 15 6 4 46 41 78 69 345 62 246 3 100 100 0.04 0.29 0.41 TOTAL Note: Capacities re in each direction from DT Miami DM Table 21.A3. Ridership Information obtained from Table 21.A4 of the DT Miami DRI Inurement tI. Where no volumes existed a nominal value of 100 was Input for conservatism, 891 200 0.34 P4tiami lade County Met►ob is Routes & Metrorail Alignment ard Pt5i,+s u tro[cr_st 3 • • 1 0 • Miami-llacle County - 1 ransit rage 1 of 'L Trartsii I A M 1 0 A It iw TRANSIT INFORMATION: 305-770-3131 11esidents South of SW 218 St: 3os-A91-s t31 TTY Uwrs Sear doatlhm¢ of hoarigK 3€$-054.9535 h10 L y-Faclay, $ a.m. 1$ 1$ pm- V4eekends, 9 am, ta 5 p.m. wxw.miamidada.pme ROUTE 3 SCHEDULE SERVICE: WEEKDAYDIRECTION: SOUTHBOUND WA -Mart Florida City yBlvd rE 209 St Biscayne E. Country Club tar & 'Yacht Club Avenlura1 Mall i, NE 167 5t & 15 Ave Mall NE 163 5l & Biscayne Blvd NE 123 St & Biscayne Blvd NE 79 St &' Biscayne Blvd NE 36 St 2 Biscayne Blvd �IC : ._ ' ___IC__m__.__Jr - - 40429AM1r04A2AM [ 04;47AM 04:54AM L0S:O6AM 1 05:14AM �___ _IF �:1 ��.��105:21AMj05:34AM , _ ]L05.2OAM 0525AM 05:32AM 05:44AM 05:52AM piiiimi 05:48AMi106:OQAM 06:11AM 5:20AM 052744 [ 05:34A1.1][05:40AM C05:57AM L05:53AM 05:58AM 06:06AM 06:20AM 06:31AM L : 1 __ ].. _ _ 06:07AM]L06:15AM1[ 06:11 AM [ 06:17AM] 08:25AM JrO6:39AM1 06:43APot 08:50AM 105:52W 05:59411 9AM 06:35411E -06:57AM 07:09AM 1 _ : 106:31AM r06:45AM ri16:51AM 06:59AM 07:17AM 07:29AM 106-20AM 06:29AM 06:37AM ]K6:45AM 07:03AM LO7:10AM 1 07:19AM 07:37AM 07:49AM 0[i=40AM1 08:49AM 06:57AM 107:05AM 07:23AM 07:30AM O7:39AM 07:57AM 08:094M [08:59AM 07:OOAM 0717AM 107:25AM 07:43AM 07:50AM L7:59AM 08:17AM 08:29AM [07:I8AMJ 07;25AM ]L07:34AM1[O7d2AM 07;45AM 08:01AM 08:09AM f 08:18AM 08:38AM 08:48AM 107:38AM7 07:54AM 106:02AM108:21A4] 08:29AM 1 08:38AM 08:56AM 09:0SAM 107:57AM 08:06AM 08:15AM 108:23AM 08:42AM 08:50AM 08:59AM 09:17AM 09:28AM 09:4$AM L08:15AM1 0824AM iL08:33AM11 41A1N 09:01AM L09:09AM109:19AMMIE09:37A-ai 108:35AMI 08:44AM 08:53AM-109:01AM 09:21AM 09:29AM { 09:39AM 09:57AM 10:08AM 08:54AM1 09:05AM 09:14AM1L09:22AM 09:42AM169:50AM 71I i0:0OAMj 10:17AMI 10.28AM r09:14AMj 09.:25AM 09:34AM 09:42AM] 10:02AM]L 10:tOAM L 10:20AM 10:37AM 10:48AM L09:33AM1L09:44AM L09:53AM 1L10:02AM1L14;22AM_FL 10:30AM 10:50AM]Lt1:00AM1ri1:t7AMLi1:28AM I t0:40AM JL1o0:57AM tit 1 08AM 09:S3AMM1L10:04AM •3 :1133A1 r10:24AMj 10:13AM]CO2.2AM1C0:42AMJ 10:33,41�] 10:42AM 11:02AM111:10AM,1L 11:20AM 11:37AM r11:48A6 190:33AM1 10:44AM 10:53AM1I11,02AM 1 11:22AM]L 11:30AM C R:40AM 11:57AM 12:08PM http://www_mtam idadc.govitransit/routcs/seheduic.asp?RI —WEEKDAY%2O&R2 Southh-.- 10/7/2004 • • • • • Miami -Dade County - "Transit Page 2 of 2 10:52AMII 11:03AM 111:13AM [1-':2AM 111:42AM 11:50AM 112:00PM L12:17PM 112:28PM 11:12AMII11:23AM [11:33AMJ 11:42AM 112:02PM 12:10PM 112:20PM I T2:37PMJ[ 12:48P111 01:28PM [11;32AM j 11:43AM 01:53AM 12:02PM 12:22PM 12:30PM 12:40PM 1f 12:57PM 1-0S:080M 11:51AM 12:03PM [12:13PM 1222PMI 12;42PM 12:50PM 01:OOPM 1t01:17PM-1 12:11PM 12:23PM r12:33PM 12:42PM r01:02PM 101:22PM 01:10PM I.01:20PM r01:40� t 01:37PM L 01:48PM 12:31PMI 12:43PM I-12:53PM 01:02PM 01:30PM 01:57PM 02:08P1v1 12:51PMI 01:03PM [01:13PM 0122PM 101:42PM 01:50PM 02:00PM 02:17PM r02:28PM oil 1N 01:23PM 01:33PM 01:42PMj 02:02PM 02:10PM 02:20PM 02:37P11;1/ 02:48PM 01:31PMI 01:43PM 01:53PM 0202PM 02:22PM 02:30PM 02:40PM 02:57PM 03:08PM 01:52AM 02:04AM 02:14AM 02:23AM 02:43AM1 02:51AM1 03:01AM j 03:18AM 03:28AM 02:11PM 0223PM 02733PM 02:42PM 03:Q3PM 03:11PM 0321PM 03:38PM 03:48PM 02:30PM 02:42PM 02:52PM 03:02PM 03:23PM 03:31PM 03:41PM r03:58PM r04:08PM 02:47PM1t03:00PM 03:12PM 03:22PM 03:43PM 03:51PM 04:01PM [04:18PM 0428PM 104:48PM 03:08PM1 03:21PM 03:33PM 03:43PM 04:04PM 04:12PM 1 04:21PM 04:38PM I03:28PM1 03:41PM 03:53PM ' °:03PM 04:24PM 04:32PM 04:41PM 04:58PM 05:Q8PM 03:47PM 04:01PM 04:13PM 04:23PM PM r04.52PM t 05:01PM 105:18PM 05:28PM 04:07PM 04:21PM 04:33PM 04:43PM 05:04PM 05:12PM 05:21PM105:38PM_I 05:48PM 04727 04:42PM I04:54PM 05:04PM 05:25PM 05:33PM 05:42PM ,05:59PM 06:09PM 04:49P11/1 05:03PM 05:15PM 0525PMI05:46PM Q5:54PM 06:03PM 06:19PM : PM Q5:17PM1 05:31PM 0$:43PM 05:53PM 06:14PM 08:21PM 1 06:30PMJ 06:46PM 06:56PM 05:35PM 05:49PM 06:01PM 06:11PM 06:31PM 06:38PM 06:47PM 1 07:03PM 07:12PM 05:53PM I 06:07PM 06:17PM 06:27PM 06:47PM 06:54PM 07:03PM 07:17PM 1 07:28PM 08:28PM1 06:40PM 106:50PM II07:O0PM1 07:18PM 107:25PM 107:34PM J 07:48PM_ 07:57PM 07:04PME 07:14PM1 07:22PMJ[g7:30PMI 06:11PM 07:48PM [07:55PMJ 08:04PM 08:18PM r08:27PM 07:53PMI 08:03PM 08:18PM 08:35PM 108:41PM [ 08:49PM 09:03PM 09:12PM 10_8:24PM; [09:24PM1 08:33PM 08:41PM 08:48PM 09:05PM 09:11PM 09:19PM 0933PM�1 09:42PM 0933PM 09:41PM 09:48PM 10;05PM1 10:11PM 10:19PM 10:33PM 10:42PM F0:29PMI 10:38PM i.10:46PM 10:53PM 11:10PM 11:16PM 11:24PM 11:36PM 11:44PM ft120PMI 11:39PM 11:48PM 11:52PM 12:07AM 12:13AM 12:21AM 1 12:33AM 12:41AM j12:35AM1 12:44AM j 12:51AM 12:57AM 01:12AM 01:16AM 01:26AM 01:38AM 01:46AM 101:35AMI 01:44AM 01:51AM 01:57AM 02:12AM 02:18AM 02:26AM i 02:38AM 1r02:46AM --I 02:54AM 03:09AM 03:14AM] 03:21AM 03:33AM [03:41AM t.___: _. L.....__.__[_ I03:56AM I.04:09AM [04:14AM 104:21AM 04:33AM 04:41AM CLOSE_ :VONC,Ov http://www.miamidadc.gov/transiv'routcs;schedutc_asp?R 1=WEEKDAY%20&R2-=Southh... 1017/2004 iamt-Dane County - i ranstt rage 1 01 NI 1 A M t 1) A 1) TRANSIT INFORMATION: 305-770-3131 Residents South or 4WN216 SL: 905-441-3131 ITV Users {(or donGhacd or hoofing 9Fi9 65444s30 Monday-V44ay. 0 a.m, to i0 p.m. Weokonefo 9 a.m. to 5 p.rrt. w000 , amidgda.poo ROUTE 3 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBB Bus Terminal L.._... 1�5:15A ii mni Metro Mover Bus Terminal NE 36 Si & Biscayne Blvd NE 79 St & Biscayne Blvd I NE 123 St & Biscayne Blvd NE 163 St & Biscayne Blvd NE 167 8t & 15 Ave Mall Aventura Mail E. Counir Club Dr 8 Yacht Clu 05224;11 05:29AM [ 05:38AM i 05:48AM 0S:57AM r06;05AM j 06:21AM 08:26AM :30AM .05:37AM_ 05:52AM 05:44AM FOSS53AM ] 06:04AM 06:13AM J 1r6:37AM 06:21AM106:37AJ[06:42AM 06:58AM 105:45AM1r I08:00AM 05:59AM i 6:09AM ]C06:20AM11Tii:29AM [06:53411 06:09AM 06:17AMJL6;277AM Il 06:38AM j 06:47AM 106;55AM 07:14AM1L7:2OAM 7:44AM 07:50AM I06:25AM 06:34AM 06:42AM-1L6:52AM ]L 07:05AM] 07:15AM 1 07:25AM r06:4OAM1 06:49AM [ 06:57AM [ 07:0Mlij[ 07:2IAM j 07:31AM 07:41AM 08:OOAM 08:06AM l [ = 07:O8AM r07:19AMJ 07:32AM y 07:42AM 07:52AM 08:11AM 08:17AM 107:00AM r07:10AM 07:19AM 107:30AM [07:43AM] 07:53AM 08:03AM 08:22AM 08:28AM [07.7:20AAM1�_07:30AM L07:39AM 107:50AM [ 08:04AM j 08:15AM j 08:25AM 08:44AM 08:50AM j07:40AM 107:50AM I.07:59AM 08:10AM 0$:24AM 08:35AM 08:45AM 09:O4AM 09:10AM [8:OOAM 108:10AM L 08:19AM 1_08:30AM J( 08:44AM 108:5SAM 09:05AM 09:24AM 09:30AM iP8:2OARI-08:30AM L08:39AM 08:50AM j 09:04AM 1 09:15AM 1 09:25AM 09:44AM 09:50AM 08:40AM 108:50AM [ 08:59AM I O9:10AM r09:24AIlA ! 09:35AM 109:45AM 10:04AM 10:10AM 169:00AM L 09:11AM 109:20AM 09:31AM r09:445AMj 09:56AM Lo:06AM1L10:25AM r 10:31AM L0920Ah11F09;31AMi1L09:40AM r09:51AM 110:05AM j 10:17AM 10:27AM 10:46AMI 10:52AM 09:40AM L09:51AM 10100AM 10:11AM [ 10:25AM.I 10;37AM 1 10:47AM 11:06AM 111:12AM I 11:32AM [10:00AM L10:20AM 1.104OA L31:00AM L 10:11AM [ 10:20AM 10:31AM [ [ 10:45AMJ 10:57AM r11:07AM f 11:26AM r 10;31AM 110:4OAM it 10:51AM Li 1_05AM j[11:17AM it 11_27AMJ L12;08PM 11:46AM 1L D1.52AM r10 SiAM _1 [µ11:11AM11 11:01AM 1[i 1:12AM [11:26AMjr1138AM][11:48AM]L12:07l 11:48AM 1r11:5 12:13PM 11:21AM Mj{ L 11:32A 12:27PM L12.33PM f 11:20AM 1 11;31AM _1[,11:41AM 1L 11:52AM r 12:06PM j[12:18PM1r 12 28PM I12 47PM 112 53PM http:Ilwww_mimni&tie:goy/transithou tes/sctied ttie.asp?RI=WEEICDAY°'a20&R2=-Nmil h... 10/7/2004 • • • • • • Miami -Dade County -Tramit Page 2 01- 2 11:40AM 11:51AM -11_ 12:01PM_L_12:13PM 1 12:27PM 1[_12:39PM li 12.49PMJ 01:08PM I 01:14PM [1210 P 12:11P 12:21PM 1_ 12:33PM 1247PM [12:59PM ll 01:-.34PM__101-72-8-PMII 01:34VM 112:20PM 1[12:31 i2:40P4}[-121Pial. 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WINOOV,' http)iwww.rniamidatie.ov/transitiroutestschcdulc.asOR, I EEKDAY%20&RI-Northb... 10/7/200-4 Miami -Dade County- tranofl 'fransit , miAmi-DADE TRANSIT INFORMATION; 305-770-3131 Residents South el SVV 218 St: 300-9St-9131 TTY Use. (tor desr.ihmel f Reefinsik 31:15-604-6530 kienda)-Fiiday, 6 a.m. to 10 pm. Weekends. 9 em. to ewnerniamidedl.gey ROUTE 16 SCHEDULE rage 1 of 2 DIRECTION: SOUTHBOU ND SERVICE: WEEKDAY NE 167 St INE 125 St & 15 Ave & Ave Mall NE 79 St & NE 36 Omni Metre CBD 5usl Biscayne Biscayne Mover Bus Terminal Blvd Blvd Terminal ri)Atrl 05:36AM 65:44AM 05:50AM 05:58AMJ 05:55AM 06:06AM 06:13AM 06:23AM[ 10544A4 0559AM 06:18AM 06:30AM F06:41AM 06:48AM 06:58AM 05:31AM 05:45AM [26:17AM 1[06:36A1,1 [06:48Aiii OrTi:759AVI07:0iAM 0 7: iaari [06:35i4166:54AM ( 07;07AMJ 07:19AM I 07:27AM j 07:38AMJ Foi:58AM1 F06:51AM [07:14AM I 07:27AM 1( 07:39AM-1[ 07:47AM I 07:11AM [11-37:34Aialf 07:47AMTOT59AM-1[ 08:07-AM]08:fijAIV, (07:20AM 67:52AM 1_08137AM108:19AM1-08:2Crai:.-iiikATI' 0827AM L 08:39AM 08:47AM 08:58AM1 08:31Alld [_138:46AM 1[08:58AM 09:06AM 1-09:18AM1 [0829A_mro8:52AM 09:07Alvl Pi 8AM 09:28AM I 09:38AMJ [0_8:51AM [09:14AM [ 09:27AM.109:38AM L 09:46AM __I 09:58AM; ro4:134i1E0914ANTII 09:47AM II 00:58AM 1:10:06AM110118AM; 09:54AM 10:07A—Mil 10:18AM 10:26AM 1 10:38ATA] 09:53AM 10:14A0 10:27AMI1Q38AM_ L[] 10:58AMI L10: 13AM {70:34Aryd[10:47AMJ 10:56AM ] 11:06AM 11:16AR F:10754A141 1 1:67AM 1111!1TiAM1 10:53AMIL1:14ATiAj[!1:27XMli1[01*-341,1] Fif: 3Am a 1:34AmT]rifT4ikMWm [ a a :33AM I Tii 12:7001v1-11-12:18PM1_ 12:28PM]12:38PMj [ 07:49AM 08:08AM 1 09:33AM 08:12AM 11ttp://www. m iam dadc.govitransi thou tesischcdu ie.as p? R 1-Ni/ EEK DA Y".420e4.R2----Soutlib... f0/7i2004 • • • • • Miami -Bade County -'t mnsit Page Z 01 2 11:53AM 1 12:14PM 12:27PMJ[ 32:38PM 11 12:46PM 12:58PM a2:13PM� 1:34P 12:470-41 i2:5843M lr01:06PM r01:18PM] 01:38PM1 12:33PM { 12:54PM 01:07PM][01:18P64. 01.26PM 12:52PM 101:14FM 01:27PM J 01:38PM ][ 01:46PM 01:58PM1 01:12PM �1:34PM 01:47PM 1[ 01:58PM 02:08PM 02:18PMj 01:32PM [D1:54PM 02:07PM j 02:18PM it 02:26PM 02:38PMJ 01:50PM 1_02:14PM [ 02:27PM 11 02:38PM ! 02:46PM 02:58PM 02:10PM 02:34PM 02:47PM 58PM [ 03:06PM 03:18PM[ 02:31PM 02:55PM 03:08PM i 03:18PM 11 03:26PM 03:38PM] 102:51PM 03:15PM 03:28PM 03:38P i ]1 03:46PM 103:58PMJ 03:11PM 03.35PM 03:48PM li 03:58PM 104:06PM 104:18PMJ [03:31PM 03:55PM 04:08PM] 04.18PM�1 04:26PMC04;38PMj 03:5tPM 04:15PM 04:28PM 11-04:38PM 04:58PM 04:46PM 04:58PM1 05:18PM 04:11PM 04:35PM 04:48PM ' 05:06PM r04:31PM 04:55PM 05:08PM 05:1BPM 05:26PM_ 05:38PM1 04:S1PM 05:15PM 05:28PM 05:38PM 05:46PM 05:58PMI 05:11PM 05:35PM 05:48PM 05:58PM ` 06:08PM 106:18PM 0S:32PM 05:50PM 06:09PM • 06:19PM (06:28PM 08:38PA111 05:53PM 08:37PM 06:29PM [16:39PM 1 06:46PM 06:58Pi+A1 06:29PM 06:50PM [ i7:02PM—L127:11PM I-07:18PM 07:28PM1 107:04PM [07:21PM 07:32PM [07:41PM 1 07:48PM 07:58PM( 07:35PM 07:52PM 08:03PM ; 08:12PM 0 :i9PM.08:28PME 08:07PM] 08:22P ) 08:33PM j 08:42PMIL08:49PM 08:58P61-1 09:27PMiL09;42PMJ 09:53PM i0:02PM 10:09PMJ110:18PMj :LCL S E :tV N JO'W http:liwww.miamidadc.govitransittroutestschcdude_asp?R I=WEEKDAY%20&R2=Southb.._ 107772004 Miami -Dade County - "Transit Page I of 2 TRANSIT INFORMATION: 305-770-3131 Ro6ident6 South of SW 2 ES St: 305-8914131 TTY Usars (for4eaf4tarri e4 he amp): 545-654-6535 Monday-Frnimy, 6 a.m. to t0 p.m. Wookerda. 9 am. to 5 pm. kmovouamidede-gar ROUTE 16 SCHEDULE SERVICE: WEEKDA DIRECTION: NORTHBOUND CBE} Bus Terminal Omr i Metrti Mover Bus Terminal [4 36 St & Biscayne Blvd NE 79 St & Biscayne Blvd NE 125 St & 8 Ave NE 187 541 & 15 Ave Malt a 05:35AM 05:42AM ( 05:49AM 05:58AM 06:09AM 06:29AM J 06:10AM]r08:19AM i1-66:27AM [ 06:37AM 06:48AM 07:10AM 1 06:30AM [06:39AM FOC:47AM 1 06:57AM 07:09AM 07:31AM1 1-06:50AMI-08:59AM--107:08AM 07:10AM1a07:20AM�L07:29A [07.19A14.4107:31AM7 07A0 ki L07:52AM 07:53AM1 Lti6:14AMJ [07:30AM 07.40AM 1 07:49AM [ 08:00AM 108:12AM 08:34AM L07:50AM 08:00AM 08_&09AM E 08:20AM 08i2AM 08:54Atiii. 08:10AM 1 08:20AM 08:29AM7 08:40AM [(8:52AM 09:14AM i08:30AM 08:40AM 08:.49AM L0900AM f 09:11AM 09-.31AMI 106:50AM 09:01AM 09:10AM 09:21AM [09:32AM 09:52AM J 109:10AM Lr09:21AM 1-09:30AM { 09:41AM L09:52AM [10:12AM ? 109:30AM 109:41AM 09:50AM 1 10:01AM j[10:12AM 10:32AM j j09:50AM 10:01AM 1 10:10AM 1 10:21AM 110:32AM 10:52AM 1 [1010AM 10:21AM L10:30AM ! 10:41AM Lt0:52AM 11:13AM i L10:30AM 10:41AM i 10:50AM L11:01AM { 11:12AM 11:33AM1 10:50AM Ll1:01AM 11:11AM ii 11:22AM 11:33AM 11:54AM I1:10AM 11:21AM 11:41AM 1i:31A4_3-11:42AM� t1:53AM 12:14PMj 111:30AMI 1 i1:51AMit 12:03PM [2:14PM 12:35PM-I t 1150AM 12:01041 12;11 PM:IL 12:23PM j[2:34PM1112:55PM J o1:1661] 0i:36PM1 12:10PM] 12:30P1� 12:21PM 12:41P141 L12:31PMj 12:43PMLi[ 12:54PM Q1:1414M L12:51PM1 01:03PM ttp_//www.miamidade.gov/transiI/routes/sclleduic,asp?R1=WEIrKDAY%20&R2=Northb,., 10/7/2004 • • • • • • Miami -Dads County - Transit Page 2 of 2 12:50PM ! 01:01PM 1[ 01:11PM 01:23PM 1 01:34PM 01:58PM L01:10PMJ 01:21FM I[ 01:31PM 01:43PM 1Lt:54PM 02:17PM, 01:3OPM 01:41PM 01_SIPM 02:03P70215iM 02:38PM j 01:50PM 02;01PM 1 02:11P1 02:23PM 02:35PM 02:58PM 1 02:10PM 0221PM 02:31PM 02:43PM 02:55PM 03:18PM J 02:30PM 02:41PM 02:51PM 03:04PM 03:170M [03:40PM 02:50P1v11 03:03PM 03:14PM 1 03:27PM 1 03:40PM 04:03PM 03:10PM 03:23PM ( 03:34PM 103:47PM 04:00PM 04:23PM 03:30PM 03:43PM 03:54PM 1 04:07PM 04:20PM 04:43PM I 03:50PM1 04:03PM 1 04:14PM 04:27PM 04:40PM 05:03PM 1 04:1 OPM { 04:23PM 04:34PM 04:47PM 05:OOPM 05:23PM 1 04:30PM 04:43PM 04:54PM 05:07PM 05:20PM 05:43PM i 04:50PM 05:03PM 05:14PM 0S:27PM 05:40PM 08:O3PM 1 05:10PM 05:23PM 05;4PM 05:47PM 06:O0PM [06:21PM 1. 05:30PM 05:43PM 0 M 06:071*1 06:19PM1{46:40PM 05:50PM 06:03PM 06:13PM 06:24PM 06:36PM 06:57PM1 06:10PJ 06:21PM 1 06:31 PM 106:42PM 06:54PM107:15PM 1106:30PM 06:41PM 06:51PM li 07:02PM 07:14PM1 07:34PM 06:50PM 07:01PM 07:09PM 1 07:19PM 07:31PM 07:51PM1 07:15PM 07:25PM [07:33PM 107:43PM 07:55PM 08:15PMj 07:45PM 07:55PM [08U3PM 08:13PM 08:24PM 08:4OPM 08:15PM 08:23PM 08:30PM 08:40011 08:51PM 09:07PM 08:45PM 08:53PM 09:00PM L9:10PM 09:21PM 09:37PM J 09:30PM 09:38PM 1_00:4514,1 109:55PM 10:06PM 10:22PMJ L10.20PM 1 10:28PMj i0:35PM [ t4:45PM [10:56PM 11:12PM http://www.miamidadc.gov,/transitroutcs/schcdulc.asp?RI—WEEKDAY%20&R2 farthh... 10/7/2004 Mtantl-Dade County - franstt r tsit Se heL:t-u TRANSIT INFORMATION: 305-770-3131 Raaidant swat at SW 216 St: 3054Si-3131 TTY Users lterdeaM and or hearing), 365,654-6530 Moa4eY-FrilsY. B ate m 10 pot, Weekends. B e n i 5 pm xsnvmtmnkdada_yav ROUTE 36 SCHEDULE SERVICE: WEEKDAY Page I of 2 DIRECTION: EASTBOUND NW 53 St, 8 87 Ave NW 36 $t & I 67 Ave _ r Mtarrri ISprirlgs Cr LS N. Royal NW 36 St & 57 Ave NW 3/3St & 42 Ave NW 38 St &NW 33 Ave L 36 St & 32 Ave _... _ m_.I_ I IfAllapattah Station NE Bi j roE (05:38AM]I 05:41AM I : �1p5:47AM _ 05:S1AM irO_S_54AM_ L05:55AM . 06:04AM [ _- : Ji :i]r05:54Aa.4 -rn— JI 06:06AM 06:11AM L06:14AMJ[ 06:15AM I06:24AM1 08:10AM 06:13AM 106:21AM 06:26AM L 08:29AMj 06:30AM 06:39AM I . 06:24AM^II 06:36AM1 06:41AM L.06:44AM L06:45AM 06:54AMj fl, 08:35AM 06:38AM I : 1r 06:46AM1 08:51AM 106:54AM 08:55AM } 07:0BAM fli 06:47AMJ 06:50AM lI : Jf 07:00AM 07-.0BAM 107:09AM 07:10AM 07:21AM Oi 07:00AM 07:05AM I - 07:15AM J 07:21AM�I. 07:24AM 07:25AM 07:36AM] fli 07:10AM 07:15AM [[ 07:25AM 07:31AM 07:34AM 07:35AM 07:48AM O1 . 07:23AM_II 07:35AM 07:41AM 07:44AM 07:45AM 07:56AM 0E 07:35AM1 07:45AM 107:50AM [8:00AJ 07:40AM : i 07:50AM [ 07:56AM 107:59AM 06:00AM [08:11AM C01 . 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Lv: 08:33PM 08:42PM 08:46PM 08:49PM 08:50PM '08:58PM 09:10PMJ1 09:13PMJ 0922PM ' 09:26PM 09:29PM109.36PM Jl09,38PM hup:(twww.nuamidadc_youltransitiroutesischedulc.asp?RI -WEEKDAY%20&R2-F-:astbo... 10/7/2004 Miami -Dade County - Transit Page 1 of 2 f0.11 t t �r- M t A 31 1•» A 1) E TRANSIT INFORMATION: 305-770-3131 Resldopts South of SW215 St: 305-291-3131 T ry Users (far desftherd of hearsfgl 305-854.6556 Mondokffiday. 6 a.m. to 10 p.m. Weekends, 5 a.m. to 5 p.m veram lfWmidaEg.gaa ROUTE 36 SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND over Bus L.c:nrii Metro! Terminal NE is St & Biscayne Blvd Allapattah Station NW 38 St & 32 Ave I. NW 36 St & 33 Ave NW 36 St $ 42 Ave NW 36 St & 57 Ave Mier ,Spring t& N. R. : ___l� --_1[ : 1[ 05:05AM 05:06AM j 05:11AM 1 05:13AM-_ [_--__ ' F L 05:03AM 1 05:08AM 05:17AM 05:26AM 05:27AM jL05:32AM 05:34AM [ . 1 05:23AM f 05:28AM [05:37AMIl 05:48AM OS:47AM 1[16:52AM ^-05:54AM L06:96, L05533AMi 05:38AM 05:47AM L05:56AM_ L95:$7AM 1.L96:02AM 1_05:06AM_r- : t 05:51AM !! 05:58AM 06:06AM 06:16AM ! 06:17AM I 06:22AM [ 06:26AM1[ l, 06;02AM L oe12AM 06.O7AMJ Li:* 17AM106:27AM os :17Ak1JLfl6:27AM 06:28AM 06:33AM L06:37AV F3i36:47AM [,. : ;- L08:37AM_ 106:38AM j r 06:43AM_ L 06:22AM t 06:27AM 06:37AM TO6:47AM E 06:48AM I 06:S3AM 06:57AM ! 07:09, 06:32AMJ L06:52AM 06:37AM 66.47A 06:58AM-1 0703AM 107:07AM C_._ _.-::. 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I0/7/2004 • • • • Miami -Dade County - Transit Page 2 of 2 10:22AM i1 10:29AM 1L10:38A11 1 10:49AM [ 10:50AM 11 10:55AM 1 10:59AM 11 11:01 10:52AM 10:59AM 11 11:08AM L11:19AM P1:20AM '1 11:25AM jt i 1:29AMJL__ 11:59AM ; 12:091 12:29PM 11 1t:49AAM 1 11:22AM 1C 11:29A11:38AMM 11:50AM 11:55AM11 11:52AM 11:59AM�11_12O8PM 1279PM 12:20PMj[ 12:25PM 1L [ 12:51PM L1256PM L otoopm 1 01:101 1 12:22PM [ 12:30PM 1 1239PM,1 12:50PM 1 12S2PM L01:Q0PM 1101:09PM 1 01:20PM [01:21PM Q1:26PM ( 01:30PM 71 [Ot:22PM 1 01:30PM i101:39PM 1 01:50PM L01:51PM 11"01:56PM ! 02:00PM j[02:101 1 02:18PM [ 02:28PM^]C._.___:_ i 02:58PMif 03:101 f 03:09PM 1 : Y. 01:50PM L01:58PM 1102:07PM 1 0219PM If 02:24PM [02:20PM f 02:28PM 1 02:37PM 02:48PM 1_02:49PMJ 02:54PM 2:31PM `02:39PM { 02:48PM 02:59PM [ 03:00PMJ 03:05PM 02:50PM r02:58PM11'43:07PM 03:19PM 03:20PM 11 03:25PM l 03:29PM I - 1 03:05PM [ 03:13PMJL 03:22PM 03:34PM L-03:35PM-11 03:40PM [ 03:44PM 103:56i 03:10PM [ 03:18PM a:27Pf 4 03:39PM 1 Q3:4014_1[43:45PM 11 03:43PM 1[ fL 03:30PM C 03wM L03:47PM 03:59PM 1_04:00PM [ 04:05PM L04:1 IPM 1 11 03:50PM L03:58PM 104:07PM 0419PM r04:20PM 04:38PM r04:25PM 1__,04:41PM 1.04:47PM r04:31PMJL IL 04706PM 104:14PM [04:23PMj 04:35PM3 1 04:591 L 04;45PM i1 04:50PM 04:56PM_ OS:11PM 11 L 05:31 PM I 47PM_11055591 04:15PM 104:23PM 04:32PM 04:44PM _04:3OPM ][ L04:58PM 04:38PM 04:58PM ! 04:47PMjL04:59P , 05:07PM MI-05:00PM 1 05:19PM 1[05:05PMJ 1 05:20PM ]1 L 05:25PM ;1 05:06PM 05:14PM 05:23PM 05:35PM L05:36PM L05:41PM L05:10PM 05:18PM 05:27PM1 05:39PM L05:4OPM L05:45PM 05:51PM 1 [ 05:30PM L05:38PM 05:47PM 05:59PM L06:00PM L06:05PM -08:09PM C 1L 05:50PM 05:56PMJ 06:07PM 06:18PM _ L06:19PM_ 06:24PM _1_,, [ 06:53PM L07:2113Mn 06:28PM _jL : [07:091 10620PM 06:27PM j[T16:36PM 1 06:47PM j1 07:15PM�1 06:57PM 06:48PM 07:i6PM it 06:5OPMJ106:5PM�L0 77:OSPM1 07:25PM 77L..__ 11 ,1 07:QOPMJ 07:06PM]107:13PM 07:22PMJ1--_______ :._.__ 1 08:111 08;02PM 07:30PM L07:36PM 1107.43PM 11-08:20PM Ili:25PM1[08:32PK11[O8:4iPM 07:S2PM 1 07:53PM 1 07:58PM 1{ 08;42PM [0847PM �r08:51PM�µ I 108:50PM_L08:55PM f 09:02PM 09:11PM 1 : : L 09:30PM 109:35PM 1 09:42PM 09:51PM _ . _r ___ I_ http:/Jwww.miamidadc.gov!transitirauteslschcdulc.asp?R I=W EEKDAY%20&.R2=Westba... I01712004 (wrlamt-Uaac l-Onri[}r - I ranslt N t A M t• 0 4 0 h TRANSIT INFORMATION: 305-770-3131 ((eSidelltS Soutlr e(SW 216 St: 3655-699-3191 TTY UM'S (tar da,fmard or hearing): 3O5 654-6550 Monday -Friday, 6 a.m. (o 10 p.m. mrwetwnds. 5 a.m. to 5 p.m. wm mMmldade.¢Dv ROUTE 62 SCHEDULE rage t Of SERVICE: WEEKDAY DIRECTION: WESTBOUND Omni Metro 23 St 43 St 41 St & NE 3 St & INE &1 S1 & NW 62 St & M.L.K. NW 62 St Mover Bus & Prairie & Michigan Indian Biscayne Biscayne 7 Ave Station 32 Ave Terminal Ave fr(-~ Ave Creek Blvd Blvd m05:35AM 1L : _ L mm ._ J 05:42AMY 05:47AM] ti5T53AM 06:UBAtvf][0B_1i3Ahi 05:52NtJ .. 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I Station NW 62 St & 7 Ave NE 61 St & Biscayne Skid NE 3A St & Biscayne Blvd r 41 St Indian Creek e)-5711AM 05:1541 ......._. -,-, 05T. 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R I E CiA Y%20,&R 2 =Eastbo 10/7.12004 Miami -Dade County - 1 Page 2 of 3 : 09:41AMII 09:53AM 110:00AM II 10:06AM L09:42AM 09:48AM 09:52AM 09:56AMI 10:08AM 1 10:15AM� 10:21AM 1 : r -- : 10:11 ]C10:23AM 10:30AM [ 10:36AM : f.-10:-Arvi 10:18AM 10:22AM 10:26AM] 10:38AM [ 10:45AM f 10:51AM _1[ I : 11 1 10:41AMIL10:53AM 11:00AM f 11:06AM [ If [10:42AM 10:48AM 10:52AM 10:56AM1 t 1:O8AM 111:15AM 111:21AM [ : 1 L_ : : 11:1IAM1I 11:23AM 11:30AM 11:36AM 1 : 1[ 11:12AM 11:18AM 11:22AM 111:26AM 11-38AM : 1 : : 1t:4tAM] 11:53AM [12200PM 12:06PM [ :—.1[ :42A 11 j11:48AM 11:52AM1:58M1f 1A12:08PM f 12:15PM L12:21PM 8PM 112:51PM]L 1[7 1 L:III{ JC _ 12:11PMI 12:23PM j[12:30PMj[ _ 12:12PM 12:18PM1 12:22PM 12:26P�[ 12:38PM f 12:45PM 12:41PM1 12:53PM 01:00PM [01:06PM [ : ]C 12:42PM 12:48PM 12:52PM 12:56PMIf 01:08PM F01:15PM 01:21PM #--iC : 1 : f 01:11PMf 1 01.23PM 101:30PM 01:36PM r ; 1[ Q1i2PM -I 01:18PM 01:22PM 01:26PMf 01:38PM 01:45PM 01:51PM : IC 1 101:41PMf 01:53PM 02:00PM 02:O6PM [ 01:42PM _. IL.`^ 01,48P ^ 1L_ 01:52P�101:56PMIf 02:08PM 102:15PM j 02:21PM : if V _. ][o {Ptrtltt 02:23PMJLO2:30PM ][ 02:36PM C : : [ 02:35PM 02:42PM r 02:48PM Iz IO2:12PM 02:18PM 02:22PM 02:26PML02:38PM 1 02:45PM 102:51 PM : RI 02:41PAi1I 02:53PM 03:00PM i 306PM L 02:42PM 02:48PM 02:52PM 02:56PM1 03:08PM 03:15PM [ 0321PM e_Ji �_ : _I -____ [ : 03:06PM1[ 03:18PM 03:25PM 103:31PM IF fr-._,...._.__16PMf 03:28PM 03:35PM41PM 103:511:MjE -C 103:11PMIC03;1W �[I.. 7L ! : 1L _:__.._1r- : l 03:21PM I03:25P1 f 03:37PM C 03:44PM 1 03:50PM L^ : jI : 103:33PM 03:45PM L 03:52PM 104:00PM1[04:10PMi[ 04:10PM_I[ .7 jC C 04:20PM 30PM,[ f C 104:30PM JI : I[_ : i ` 03:43PM 103:55PM C 04:02PM T1C C j 38PM1r 3:4PM1 03:48PM 03:52PM r04:05PM 04;12PM f L_ : _ L._._ :_-.... - '02PM L04:15PM 1C :22PM : f: 1 : J _1104:22PMII 4:12PM 1 04:25PM ]1 04:35PM11 04:32PM 04:42PM 04:40PM 1I-04:50PMf 04:50PM : )[ C04:05PM I04:12PM104:t7PM C : I : [ : 04:45PM 2PMI11 04:52PM a5:00PM O5:f 10PM _ L. : 1I 1 ^— 4:42PM 04:SSP41 105:02PM O5: t OPMf -: -[ 104:35PM]iO4:42P1404:47PM 04:52PMI� Q5:05PM 1 05:12PM 05:20PM 05:30PM O5:3OP11iMt { I : :02PM1ro5:15PM 1 05:22PM I ir f 05:05PM 5:12Ptui i . ___1 :12PM�C 05.25PMlf 05:32PM_ 0540PM 0S;50.PM, 05:50PMI[ . .—`1[ f 05:17PM1 5:22PM1[ 05:35PM1C}05:42P14 L__Jr- : 5:32PM]I 05:45PM 105:52PM 06:OOPM 06 t0P_M1[ L -T^�C__. 1( , J 05:42PM,1f 05:55PM fl6:02PM 1 06:10PM 11 : 11 I05:35PM]I05:42PM f 05:47PM 5,52PM1 06:05PM 1:0-6:12PM 06:20PM1f : �C 06:50PM 11— .1i16.. _-1 (06:05PM-110$:12PMj[ i:22PM] 06:35PM 06:17PM 1101f T0M� 6:42P :43PA'I I06.50PM r06:55PM 1I07:0OPM][ 07:08PM J 07:15PM L_97:21PM-'I _ : _. http://www.miamidale.gov/transithoutcslschedi,fe.asOR1 WEEICi3AY°ro208,122=Eastbo... 10/7/2004 • • • • Mtamt-Dadc County - Transit Page 3 of 3 I07:18PM 107:23PM 1 07:27PM 1107:30PM 1 07:38PM 1 07:45PM 11 07:51PM ! : 107:53PM [07:57PM]L08;00PM 08:08PM 08:15PM 1i 08:21PM L : 1108:23PM 108:28PM r 1 08:32PM1108:34PM11 08:40PM l 08:47PM508:52PM 1 : 1108:55PM 8:59PMJ1 09:02PM 1109:04PM 09:10PM 1 09:17PM 1[69:22PM [: r 1r : _1(9:29PM 1 09:32PM 109:34PM 1 09:40PM j 09:47PMj 09:52PM [ : [ [09:59P1M11 10:02PM 110:04PM [ 10:10PMJ 10:17PM 10:22PM L : l !� {10:29PM [E 10:32PM 110:34PM 10:40PM 1 10:47PM f 10:52PM L : �__, 1 : 10:59PM t 11:02PM Ti1:04PM f 11:10PM 1 11:17P J1 11:22PM [ : __..m.__ 111:29PM 1 11:32PM Ili1:34PM 11:40PM 11:47PM 1 11:52PM [ , fi : [12:29AM 1 12:32A4.31`:34AM 12:404M 1 12:47AM 1L 12:52AM L : { http://ww.,.miamidadc,govltrtnsi0-macsisc!lulu!c.asprKi—WEEKDAY%2O&R2 l astbo.._ 10!7/2004 nnramr-uauc t_nunty - tt nsit Transit rt :1 °act ethd TRANSIT INFORMATION: 305-770-3131 Residents South of SW 215 St: 305-991.3131 TTY Ua®r® (tor daattord of heorfng): 305-654,551 > MondayFriday_ 9 a.m. to 19 pm. Weekends. 9 a.nh. to 5 p.m, w+awrrdtin kiadu.gov ROUTE 96 DOWNTOWN CIVIC CENTER SCHEDULE SERVICE. WEEKDAY rage t or 2 DIRECTION: NORTHBOUND NE 36 St & Bisc Blvd -�._..J t3rnni Metro Mover Bus Terminal € SE 8 St [ & [ ©rielcela Ave g T Dade County County Courthouse -_.__ _.._1L_ NW 36 3t & t37 Ave g L . ._...1-._ NW 41 St & 97 Ave L L ...,.�__. NW 36 St & East Dr Veterans Eariingtan Heights Station Golden Glades NW t€ Si & N. Miam Ave 10:04AM : �_ � - � ! - L . IOI9AtM11 10:49A! JL_ _ 1 imAtit1 L : �C_ _� .z. - _,_ __ LL i#:04RIvt��_ - L _ti - i 1 [ 11:19AM • tt:34AM _� - f I ._ . �� _� _- .- { 11:49R1 12:04PM r : 11 L : i_ : 12:19PM 12:15PM 12:21PM 1_12:31PM L : 12:49PM 12:45PM 12:51PM fl : 1 01:01PM L-:: - r-- L'" ____ #__---- E_.__--_i 01:19PM r7 :15PM 01:2tPMI TT 01:31PM I. : I : j m : �l rr©1:49PMM • 01:45PM 01:51PM _.._._ IL 02:01PM L__ 11 = aJL IiiI11 JL,.__mm__�10_2:19P'"1L . 1/44. . 02:45PM IO2:51 PM ] : ![ 03:01 PM FT -IL_ : I : [ : 03:19PM . 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I1 I I04:48PM1I05:02P 04:53PM4L 04:58PM t05:12P L -I[ [04:17PM1I`04:23P�M : 04 :17PAAU14:341PM 11 -_. _ _..__ 1.. : 11 : I : 1 : 11, 04:35PM r : i : L 1 ,:__J FT: -11 : IL I : I[ : : 104:35Pi ] 104:5SPM I04:22PMI104:28PM [ : J1-04:40PM I-04:45PM : jI : 05:03PM : [o4.27PM1104:33PM1 = : I . -' 05:08PM I : 11 :-1I04:37Pg-0Q:50P- i - L : i : ] . 05:13PM f : 105:27P : L : I : i : : 104:50PM 05:13PM 1 :34P:40PM 1 04:52PM L :15PM1 : 04:37PM 104:43PM 04:55PM : J : j 05:18PM [ : 04:42PM 04:48PM 05:00PM - 1 05:23PM 105:37P 1 : [04:47PM L04:53PM 05:05PM : S r 1 105:28PM . 1 : 1 5:2aPM I05:42P 04:49PM 04:55PM 1 : 1 05:07PM 905;0SPM : J 05:30PM } : 04:52PM 04:58PM : 05:10Pj f . A :33PM 105:47P 04:54PM $5':00PM1C : 05:12PM 11.:-1: j [05:35PM 105:49P 04:57PM 05:03P111 105:15PM1 : LI : 1105:38P�P5:52P : I : [05:07PM 05:20PM 1 1F- : it 105:43PM 05:07PM j05:13PM r--: Li- r 0525PM] '_ _i .-..7-1- �r -1L 1 ;: �.JL_7_.._. 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JJ07:5311IL r._, i1.,-35PMi1 _.. � L__.._J1-aS:12P'.1 1/zVaa kAy blip:/!w-ww.a.niarFtidade.uov/traitsilirouWs/schedule.asp7Rl=Wp'EKDAY%208L122T[Vorthb_._ 10/7f2004 Mtamt-utaae county - t ransat frai3i it TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St: 365-891-3131 TTY Users (loreleseleed et Fearing): 30.+-554.6536 Moeda or -Friday, 6 a.m. to 10 p.m. Weekends. 6 e.m. 10 6-p.m. werweeereelade.®av ROUTE 95 DOWNTOWN CIVIC CENTER SCHEDULE Page t of SERVICE: WEEKDAYDIRECTION: S13UTHEC}UND NW 167 St & 57 Ave venture Malt NE 167 St & 15 Ave Mall NW 183 St & N. Miami Ave Golden Glades IEarlington € Heights Station Veterans Hospital NW East Dr NW 41 ` St i NW 36 & $7 87 &8 Ave SE 1 St 1 Ave ] : 05:51AM 06:15AM L i- : )r : 1 : i : 08:33A : I _—__...._ [ -�0t 6:15AM ".. :30AM Cii8 O6:OOAM rT i4 m.. [ 5mI[ _:3A1i4 Q6:}5AT3L : :25AM r � i__ � fL :8AA 06:48AM 0640AM r : : --AM [ : iE L._ �: 1611AM [ 08:35RME J L _IL iC : 1r •LQ6:53Adw ____ . __JL_ : _.._.. 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I01712004 • • • • Miami -Dade County - Transit 0 Parte2of2 i : li : 1107:25AML ll II JI JI 107:43AN : _it106:53AMMj1fl7_iSA: 107:OAM : 1L..__� iL , �__IL__.__ C : 1L aI : it _ J1O7:48AN : ---1Q7:50AN : ll : 1L: 7:32AM1L_- : -11- : 1E 17:11AM iO7:35AM1L flT ✓ 1-7-IL l ._lii : I! 07:53AN r i-_ if Ji : D 4C_Jl : P8:00AM r . l[ _._ 7:SHAN L : I : l : _4 07:40AM : L L : l : 0- 21AM1r07:45AM I 1 : -1[----:---- r �l : 8:03AN 07:20AM _ ]�_ : JF07:5QAM iL = _. l _-_._ �: __ i 1t It08-08AN j : 1 : 7:31AM 07:SSAM __ 0815AM C :.._ iE___:_ : . 08:13A1v I08:18AN r : 1 107:55AM 1 P JL : L L r : L : : 08:00AM : 3L. F ___ : L _r L : :OAM r [ : i - `_-- 08:23AN : 1. : L : 08:10AM i 1 : : _]L -. E [ : J(8:28AN : 108:33AN 7:38AM 08:00AM lt : 148:15AM l : L : 07:50AM Ct : i O8:20AM f : L : [ : L{{4 —_ 08:38AN i : 08:25AM : 1 : 843AN I.n 8:06A_M 108:30AN{ 1 l : Jl : i- i._ _.. . JL8:48AN J t 08:38AM .,. ! .._. 1 08:56AN [ : 08:45AM : _L iI1 L : 1l : 09.034 1 : 1 109:00AM 1_ 09:18AN : 1 1 : p : 09:48AN �09:30AMy ! 0:00AMi �1 _ .�.1. - _. ._ E 1 Qa 8AN �f .. =-a�[ ll - -._._ 10:30AMi1 : 1 : ._._.�L : r IL : 10:4&AN 1=•_.-�_._ _.�1 !! L—.j�1.t:00AM1 -- ' 11 _ �Iy1 = J# ll.__W t1:t8AN 11:48AN t-1:30A'."I �L �r : �1 r : ' JL 12:00PM = iLr : -,il - _ L -- L : L IL: 12:30PM : l - rri I : ! „m ... JL :: L01:00PM � �, .� 1 : _- L ..: I ' 7 1. : . J 01:30PM .JL_._ : [ : 02:00PM I 1 : . CL OS E http:flwww.mian3idade_eovitransithou tesischedule.asp?R1 =WEEKDAY%208,cR2-°Southb__ 101712004 Miami -(lade County - I ransit ::11riclit : TRANSIT INFORMATION: 305-770-3131 R.midoris south of 5W 21a $L: 3064891,3131 TTY {kors (rw deaf/hard of hearOraT 305-654-6540 k€orsday.criday, 6 am. to 10 p_m. V eekoods. 9 am. to 5 pox veurwmamidade.gae ROUTE BISCAYNE MAX SCHEDULE Page t or 2 SERVICE: WEEKDAY DIRECTION: NORTHBOUND GBD Bus Ti., mina! -Orruli uletta Mover Bus Terminal E NE St & Biscayne Blvd NE 79 St & Biscayne Bivd NE 123 St & Biscay Blvd ! NE 163 St l& Biscayne Blvd ventun Mail kl6:00AM 06:07AM 06:13AM 0621AM L06:32AM [06:41AM [06:51AL [05:15AM _Jr [ 06:22AM [ 06:28AM 1 pi6:43AM][06:51AM]L [06 8AM 06:36AM [-07:07AM L06:47AM 07:02A_ r OS:56AM��07:06AR [06:30AMJ [06:45Atyl 06:37AM 1-07:12AM1[07:22Ah j07:38Ah 7 55AIL 08:52AM L07:18AM [ 07:28AM [071:0AM [ 07:03AM— 07:23AM 07:15AM ]r0� 7:24AM1[ 07:35AM 07:50AMI1�88:00AM108:10Ah Lfl7:45A1 1 I07:15AM 07:30AM IL07:39AM [07:30AM [ 07:38AM r07:45AM 07:54AM 08:05AM 08:14AM 08:24Ah K7:45AM 08:05AM1r08:13AM [ 07:53AM i 08:00AM 108:09AM 08:20AM [ 00:29AM 08:39AL 08:20AM [08:29AM 08:40AM1 08:49AM OS:59Ah 08:20AM 08:28AM 08:35AM L008:44AM 08:55AM [ 09:04AM :144; [09:35AM t 08:43AM 3 08:50AM [ 08:59AM 09:10AM 109:19AM 09:29Ah 108:50AM 08:56AM j 09:05AM [09:13AM 09:24AM 09:33AM ��O 43Ai4 [09:10AMj[ 09:18AM j 09:25AM 109:33AM [ 09:44AM L09:53AM _I 10:03Ah 10:184; �i99:25AM 09:33AM] 09:40AM [ 09:48AM 09:59AM 10:08AM I09:40AM] 102:00PM�[ 09:48AM 1L09.55AM 02:09PM 1i[ 02:15PM [i0:03AM 10:14AM 10:23AM [10:33A& [�02:24PM [ 02:35PM 02:45PM�[02_55Ph 03:17PM1]03:29Ph [(I2:30p.M]r02:39PM_ 03:09PM j[03:17PM 2:45PM 02:54PM 03117PM r03:00PK11[ 03:26PM1 03:39PM1 03;49PM 104:01PN 103:15PMj[ 03:24PM.][ 03:32PM ] 03:41PM r03:54PM 1[ 0404PM 104:S6Ph 04:19PM 04 34PM[04:48Ph 103:30PM][ [03:45PM{ I[ 03:39PM () 03:47PM] 03:58PM 04:11 PM 1[ 04:09PMj 04:24PM [04:31Ph 03:54PM 1�04:02PM http://www.miamidade.govltmnsit/routcslschedulc.asp?R1-,W EEKDAYa1820&R2-Northb... 1017/2004 • • 411 • Miami -Dade County - Transit Page 2 of 2 04:00PM{04:09PM 04:17PM 04:26PM 104:39PM L04:49PM I05:01PN 04:15PM l[ 04:24PM L 04;32PM 104:41 PM IL 04:54PM 05:04PM 105:16Ph 05:19P1 5;31Ph 04:30PM1 04:39PM 04:47PM L 04:56PM r05;09PM [I 04:45PMjI.04:54PM 05:02PM 05:11PM 05:24PM r05:34PM [05:49PM 05:46Pis 06:01Ph 05:00PM1l 05:09PM 05:17PM [ 05:26PM [ 05:39PM 05:15PM 0524PM 05:32PM . 05:41PM [1 5:54PM 1 06:04PM 106:15PA 05:30PM L05:39PM 05:47PM : 05:56PM 96:09PMi[ 06:19PM I§6:30Ph 05:45PM IL 05:54PM 06:02PM ` 06:11PM 106:23PMij 06:38PM 06:33PMJ06:44Ph 106:48PM I06:59Ph 107:03PM 107:11P11, [06:00PMiL06:09PM 06:17PM 06:26PM 06:15PMj[ 06:24PM [ 0622PM 1C06:41PM ( 06:53PM 06:30PMT06:39PM r06:47PM [ 66:56PM F67:68-Pitill 07:16PM I0724PA, 06:45PM106:54PM 7:02PM 07148PM1[ 07:18PM 1[0746PM;07:3401i. CLOSE wti.iDOLA, hap: ifwww. m iam idade.gav/transi Uroutcs /schcduie.asp? R 1=WEEKDAY%20&R2—Northb... 10/712004 Transit minty - I masa 7 7 TRANSIT INFORMATION: 305-770-3131 Residortto Sown of SW216 St: 3064914131 11^r Um a 007 dpOgliWO Of holotto6k 396-654-6534 Vondeorftittay, B a.m. to 10 p.to. Wookoods. 6 al?! Of 5 p.m. worounttontatatia,gov ROUTE BISCAYNE MAX SCHEDULE SERVICE WEEKDAY Page 1 012 DIRECTION: SODTFISOUND ,Aventura Malt [66:11Aq [06:26AMIF NE 163 St & Biscayne Blvd NE 123 St & Biscayne Blvd j NE 70 St & Bisaynt j Sive , NE 36 St & Biscayne _ eihrd Omni Metro' Mover Bus Termirtal_ 1k6:58/7,N C60 Bu: Terniina 06:20AM I 06:20AM jL06:37AM T064 3AM_,06:40AM [ 07:13AM 1{-07:19AM 06:35AM _II 06:41AM j 06:52AM ir06:58AM 0441-1107:13A-6 :1-07:28Ars, [06:36AM 06:45AM [ 06:51AM 07:06AM P6:49A/t_11 06:58AM i 07:06AM 0721AM [-07:23AM [._ 07:34AM 10743Atv 107:07Aq 07:1744111 07:25AM r 07:40AM 1[07:47AM] 07:53A [08:03AIV 107:22AM 07:32AM 07:40AM [ 07:55AM 1-06:02AM 08:08AM [06:18Atv [07:37* 07:47AM11 0755AM-1-68:10AM r08:17AM 08:23AM 10833Atv 08:02AM 08:10AM 08:25AM 1-06732AM 08:38AM 08:48Alv 108:11 AM[[ 08:22Atilf 08:30AM [08:45AM 1L08:52AM 08:58AM 110408A1v 09:13AM If0a23AN [08:26AriA] 08:37AM 08:45AM 09:00AM (Di -A -TAM 8:42AM] [0-101PiAF0-27131411 08:53AfvI i 09:01AMi 09:15AM [ 09:22AM [ 09:28M/11109:38AI; r471 )102,58PN 02:21PM1 02:35PM1[02:42PM 02:31PMII 02:43PMI 02:51pM: ,03:05PILU3:12PM L 03:18PM103:28PN [0:3:00PM1 03:12PM 1L03:21PM 03:35PM 11 03:42Pj[ 03:48PM 103:56144 [01-3:15PI4 03:27Pml 163-3-0PM1L-63:42P-Vi i 03:41PM r03:56PM JL04:06PM 03:36PM [03:50i 03157PM -5405PM 1[1-34:12Fiii 1 04:03PM j104:13PN ritiiiii; 13141[6:1726P-IV 03:510ivi 04:20PMI 04:27PM 1 04:33PM 1104:43Ply ftI:11:59PMil04:11PMirailiril4- -04:060MI 04:42PM I 04:48PM 1104:58Pir :/_.4:14P1411.04:26PM 0-475341— I 04:5117t415:05PM[0512PM][05:181111 I 0506PMJ. r04:600NQ 64:-.5iPM 1 05:03PM 1105:13PN [04:29* L 044 1 PM 0520PM 1 05:27PM ][05:28Ply 04:56PM f 05:33Pfv11105:43Plif http://www.1namidsdegov/lransi/rocs/schcdcasp?Rl -W LEK DA Y %20 R2=Sou ih b... 10/7/2004 • • • • Mtamt-Ltatle County - i ranstt Page 2 of 2 L04:59PM11 05:11PM if 0521PM Ji 05:35PM f 05:42PM 05:48PM 0S38PM 65:14PM1 05:25PM 05:36PMII 05:50PM L05.57PM i 06:03PM][�13Pt 105:29PM]i 05:41PM ]L05:51PM II 06:0SPMM 1 06:12PM ][ 06:18PM f i06:28PM 05:45PM . 57PM L06:07PM i 06:20PM 08:27PM 1 06:33PM 106:43Pty 106:02PM,i. 06:13PM ii 08:22PM S 08:35PM j1 00:42PMM 06:48PMJ0_6 :58Pta CLOSE =' NO- C http:Ifwww miamidade.gov/transitiroutes/seheduie.asp?R I =WEEKDAY%20&R2-Soutltb... I0f7/2004 Miami -Dade County -'1 sansit �6t}r15t S1 I A M I- 0 A V K TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 51.: 305.891-3131 mTY tfsets (for deardhard ryt hearing), 305-914-9920 Monday -Friday. 5 a M. W 10 p.m. 18ekwrde. 9 a.m. €v 5 pm. mwrmianidade.9av ROUTE T SCHEDULE Pagc 1 of 2 SERVICE: WEEKDAYDIRECTION: SOU'THBOUND Hauiove Marina 96 Si '& Harding i Ave 06:34AM [ 69 St i& Abbott t Ave 41 St & : Indian Creek NE St & , Biscayne L Blvd Omni Metro. Mover Bus 1 Terminal C4iO Busy ` Terminal . @RI9%R[06:14AM� T522A_NA1 106:42AM L}f6:31A�j 06_42AMJ 06:48AM 06:58AM 08:29AMI 06:51AM I"07:04AM } 07:10AM 07:20AM 06:47AM 1.06:52AM [7:01AM 07:11AM i 07:24AM 1-07;30ANI 07:40AM1 I07:06AM 07:12AM 107:21AM 7:31A1 �07:44AM 1 07:50AM 08:OOAM 197:30AM 107;��07:51AM57�r08:06AM1 I08:11ANI L8:30AM L8:50AA J 107:36AJ [08:17AM 07:45AM I-08:26AM1108:36AM 08:45AM108:55AM 07:55AM DL 08:08AM a8: [ 08:14AM [O8:35AM 08:24AM :1629AM A� 08:45AM] 1a9:a7AM [08:49AM [ 08:55AM [08:36AMA 109:09AM] 09:15AMJ 09:27AM1 0-6-56AM L9:05AMr09;15AMTIL09!29AM 09:35AM [09:47AM) 09:20AM 09:26AM 09:35AM C:45AM [ :59AM 10:05AM 10:17AM [9:50ARI I10:20AM 09:56AM I_10:05AM F01 SAIC10:29AM1 _10:35AM {10:47AM F10.26AM 10:35AM f 10:45AM [ 10:59AM 11:05AM 11:17AM I10:50AM C11:20AM1I`11:28AM [t 1:50431 L10:56AM f11:O5AM 11:35AM [11:15AM 111:29AM if .59AMj[ [12:29PM ][ 11:35AM 11:47AM 11.45AM,[11 12:05PM-1 12:17PM I11:56AM I12:05PM I92:15PM 12:35PM j[12:47PM 112:20PM j 12:26PM 12:35PMJ12:45PM]I, 0�2:05P0IO2:15PM 12_59PM I- 01 29PM 1[0135PM F01:O5PM 1 [01,17PM] 01:47PM F12:50PM1[12:56PM101:05PM 0126PMjl01:35PM] I01:15PM 1:45PM�C01;59PMJI r01 20Py 101:50PM1:56PM 102:20PMir02:26P1 i02:45PMJ[02:51PM 1 02:29PM 1F 02:59PM 0205PM'[62:17PMI 02:47PM 03:17PM 02:35PM] r 3:05PM-1 02:35PM1f02:45PM 400PM1[03:10PM[03:24PM L03:3OPM 03:42PM hnp://www.rnia€r€idadc.1ovitransit/rou(cs/scheclulc-asp?RI WEEKi1AY%24&R2u5outhh._. I0/712004 • • • • Miami -Dade County - Transit Page 2 of 2 03:OOFM 03:06PM 3:15PM 03:25PM j 03:39PM [153:45PM 103:57PMIE 3:20PM 03:26PM 103:35PM 03:45PM 03:59PM C04:05PM [04:17PM] 4 36PMI F03:40PM 03:46PM 103:55PM] 04:05PM 18PM J[:24PMVI I04:00PMJ 04:O6PM j04:15PM 04:25PM [ 04:38PM 104:44PM [04;56PM] 05:16PMj 05:36PMI 704:2OPM 04:2BPM :35PM maw 04:58PM 05 04PM 104:4OPMj 04:46PM :55PM 51O5PM 05:18PM 05:24PM :05:OOP ] 05:O6PM [05:15PM ; 05:38PM —05:44PM 05:56PM [05:20PM] C05:40P111 05:26PM [05:35PM 05:45PM ; 05:5$PM 06:04PM I06:14PM 05:46PM [05:55PM 06:05PM r 06:17PM C6:23PM L06:33PMI 06:1OPMl 06:15PM1 Oj 6:23PM 06:33PM j 06:4SPM [ 06:51PM [07:01Pia] 06:25PM.1 06:30PM 06:38PM 06:48PM i 07:OOPM L 07:06PM [07:16PM 06.40PM 08:45PM 6:53PM 07:03PM 107:15PM 1 07:21 PM [07:31 PM 07:10PM 07:1 SPM 7 23PM I07:33PM 107:45PM r07:51 PM [08:01 PM 07:40PM 07:45PM 7:53PM 93PM 1 08:15PM [ 0B:21 PM 08:31 PM 08:10PM] 08:40PJ 08:15PM 08:23PM I08:33PM 08:45PM 1L08:51PM I09:01PM 08:45PM I08:53PM 09:03PM[09:15PM I[ 09:21PM I09:31PM 09:10PMj 00:15PM 09:23PM L:33PM 1 09:45PM 00:51PM I10:01PM 09:43PM [09:53PM L10:05PM 1 10:11 PM 1[10:20PM Ct. WINDOW http:l/www,nriaEnidadc.rgoeftransithou teslscheduic.asp?i21-WEEKDAY%20&i22—Southb_.. 10/712004 miarrit-traoe county - transit Tr.trisit MIAMI-DADE TRANSIT INFORMATION: 305-7TO-3131 Susi:tents South of SW VG St 365-891-3136 TTY Users (tor doahhout of Asarinu). 305-6.54--55-39 Morulay..Friday.S am 10 put AbottOndo. U m u. 5 pm uvomuutunictotiovto ROUTE T SCHEDULE nust; 1 Lit DIRECTION: NORTHBOUND SERVICE: WEEKDAY CBD Bus Terminal FOmn Metr--=,- Mover Bus Terminal NE 36 St & Biscayne Blvd 41 St & Collins Ave 69 St & Collins Ave 72 Si & Collins Ave --z- 96 St -, & Collins Ave Menlo% I Marin 195:00AM [05:30AM 05:07AM 1 0512AM 05:2 [05: 05; 1A 05:3 AM [05:39i. [ 05:37AM j 05:42AM 05:52AM : 2AM 06:03AM I36:09AM -.143:13ic [0-57.-5-iiAT-1114 5:57ANI 06:03AM 06:13A1V1105:23AM 0624AM 06:30AM gi.-37tie [66 :56i F0717,4 [06:10AM 1-0-6-46ii 08:19AM 06:25AM 06:35AM 06:45AM :46AM 06:52AM 06:3-9AM 11-C7645. AM fit6:55ATI1 7:.---.05Ailif 0:06*10711241 1b6:50AM 08:59AM ; 07:05AM 07:17A1v1107:27AM[97:28AM 07:34AM07:391 P77:43/iii 07:00AMT(77-:-1-13—AM 07:16AM 0728AM 0 :38AM 07:39AM 107:50i 108:13.4 g7:22/Vm 07:32AM 07:38AM 07:50AM 108:00AM 06:01AM 08:08AM 07:42AM 07:52AM 07:58AM 1:1111108:20Atul 08:21AM 08:28AM 108:33i 08:02AM 08:12AM 08:18AM 08:3OAM 08:40AM 108:41AM 08:48AM11013:53F 109:111 1013:26AM 08:38AM [ 06A2AM [08:54AM CIT9:04AM 09:05AM 09:12AM 08:47AM 08:57AM 09:03AM 109:17AM 109:27AM 09:28AM 0935AM 109:41/ [09:09A,Mj 0919AM 09:25AM 0939AM1T09:49AM 09:50AM 09:57AMI(10:031 09:29AM 09:39Alvl 09:45AM 09:59AM 1_10:09Ali 10:10AM 10:17AM 110:23,c 09:49AM 09:59AM 10:05AM 1019AM 00:29AM 10:30AM] 10:37AM f10:43A il1:13A [10:19AM][ 10:49AM 10;29AM 10:35AM 10:49AM 110:59AM 11:00AM 11:07AM 10:59AM 11:05AM 11:19AM 11:29AM [I 1: 30AMILA4 _ 12:00PM _ [11:43A 11:19AM 11:29AM 11:35AM j 11:49AM /11:59AM Kiii7PM [12:13F 11:49AM L 11:59AM 12:05PM 1g:19PM F2729PM 12:30PM [12:37PM12:43F " [01:13F 12:19P4] [:#2:49P4L--Ligep,iiir 12:29PM 12:35PM :112:49141A giiDNI §:1:00PM, 0 1:07PMI pi-:-30PIATEIT:37P491:43F iii-E0m 0 1:19Pnljg7:29P M lutp:ilwww.rniamidadc.govftransitiroutestschedule.asp?R 1=WEEK DAY%2O&R2,--Northb..... Of 7/2004 • • • Miam -UUaac Lounty - 1 tanstt i'agc2at2 01:19PMIl 01:29PMjj 01:35PM IL01:49PMj[01:59PM IO2:OOPM OiOPM [02:O7PMj02:13F 02:37PM1[02:43F L01:49PMII 01:59PM 102:05PM 2:19PM] 2:29PM 02:19PM1I 02:29Plu! ]L-02:35PM1 0�2:49PM 2:S9PM IO3:00PM 03:07PM I03;12F 02:49PMF 02:59PM CO3:06PM I 3:t8PMr3:28PMC13:29PM103:36PM103:A1F 03:19PM 103:29PM II-03:36PM I 3:48PMI 3:58PMI103:59PM :24PM I[04:06PM I04:31 PM I04:1 I F [�04:36F f-:51F 03:A4PM�1 03:54PM 104:01PMfi--4:13PM I04:23PM 03:59PM [ 04;09PMJi 04:18PM 4:28PM I04:38PM I04:39PM I04:46PM [04:17PM 04:38P4[O4:48PM OA27PM r04:34PM 104:46PM [04:56PM 4:57PM105:04PM [05:09F 104:55PM 05:07FN1 [O5:17PM ;18PM 05:25PM LO5:30F 04:58PM 1 05:O8PM 105:15PM IO5:27PM 05:37PM • 5:38PM 05:45PM/ 05:50F [05:18PM E 05:28PM I-05:35PM I05:47PM [05:57PM 05�:556PM 06:05PM I06:10F 05:38PM [ 05:48PM 105:55PM La:07PM 106:17PM f 6:18PM L06:25PM I46 3OF 05:58PM j 06:08PM [ 06:15PM I06:27PM I06:37PM 6:38PM 06:45PM 06:50F 06:16PM 1 08:28PM 1_06:33PM [06:45PM 06:55PM Ef6:56PM 07:03PM I07:O8F 06:35PM 106:45PM 06:52PM [07:O4PM IO7:13PM [07:14PM 7;20PM 0725E 07:03PM 107:12PM 107:18PM [07:29PM Ia7:38PM 07:39PM `47:45PMI07;50F 07:33PM 107:42PM 1 07:48PM O7:59PM O8:08PM 08:09PM 08:15PM [08:2OF 08:03PM [08:12PM L08;16PM 108:29PM r8:38PM 06:39PM 08:45PM [08:5OF ^^^ 09:03PM i 09:12Pt^ J[ 09:18PM f09.29pMI 09:38PM109:39PM -: wLOS_. hltp://www.miamidadc.govltransiVroutcs/schcduic.asp?R I =WEEKDAY %20&R2=Northb... 10/7/2004 • • 41 • :Alarm -yam Lounty - 1 ransrt TRANSIT INFORMATION: 305-7704131 Reeldents South ai SW 2!8 St: 305-69T-3131 Try Mara jfm deatftartl or homing): 3[i5691-4530 Monda7-FridoY. B a.m. to ItJ p.m. WoaXende. 9 ant la 5 put wwe.mamedodo.pav ROUTE 9 SCHEDULE SERVICE: WEEKDAY rage 1 of 2 DIRECTION: SOUTHBOUND AventurairNE Mall 1 jr 167 St & 15 Ave Mali NE 125 t & 6 Ave L 1NE 2 Ave & 79 St i NE 36 St &I 2 Ave GBD Bus Terminal t_ __: __.i! 04:43AM 1 04S9AM] 05:iOAMjt1AM�;1 05:205:33AM1 . .: _. 105:23AM t05:39AM 05:50AM 06.03AMJ O8:18AM1 (^ 06:01AM 1,06:15AM .628AM 06,43AM ��_]1T05:42AM 05'47AM r06:06AMlI06:20AM11 06:3AM j f6^48AM1 105:40AM11_06:02AM 106:21AM C06:35AM106:48AMit07.03AM1 1 : 1106:12AM I09:31AM [:45AM 1-06:56AM 107:13AM1 I1.— : - [00:3iAMIj 06:51AM 1107:05AM1r07:18AM1( 7:33AMd 06:20AM1106.42Akil07:O1AM 1107:15A—kj1 07:28AM Jt07.43AM1 : a106:52AM j 07:11AM 1a7:25AM11 07:36AM :107:53AM11 : 07:12AM 107:31AM 107:45AM][7:58AM 1a8:13AM 107:00AML07:22AM [Q7:41AMJ7:55AM [08:08AM^ 06:23Aij [ 1 07:32AM 107:51AM 148:05AM1 08:18AM ta8:33AM 1 ; J107:52AM L-138:11AM [06:25AM [ 8:36AM 08:53AMI , 0:36A1M11 08:00AM 108:19AM 108:33AM L08:46AM 09:03AM 108:09AMC831AM 08:50AM 09:04AM 49:16A4j09_33A1M] ;08:37AM?108:59AM 109:20AM1109:34AM 09:46AM 10:03AM 109:05AMi 09:29AM 109:50AM 1[0:04AM �10:16AM 10:334.1i1 109:35A409:59AM j 1020AM 110:34AM [10:46AM t11:03AM] t10:05AM110:29AM1 10:50AM [-11:04AAM i L16AM1{11:33AM 110:35A 1 10:59AM t11:20AM 1111:34A J1 11:46AM 12,03PMt t11 05A411:29AM 11; 50AM112:04PM 12:18PM_I 12:33PM httpJ/www_miamidade.goe/transit/routes/schedule-asp?Rt=Wi V KDAY%20 R2=Southb... 10/772004 Mlaml.-uatte county - 1 ransnt t'ac . 01 .'. 11:35AM Ef _11:59AM 112:20PM 12:34PM f 12:46PM f f 01:03PMJ i2:05P10 1229PM 12:50PM 01:04PM f 01:16PM 101:33PM 12:34PM1 12:58PM 1 0120PM 01:34PM f _01:46PM1102:03PMf 1 02:16PM iiiiiiiVm1 01:02PM 01:28PM }f 01:50PM j 02:04PM 01:22PM1 01:48PM f 02:1OPM 0224PM f 02:36PMJ 02:53PM f 02:51PM f [03:08PM 01:37PMj 02:03PM1 0225PM j 02:39PM 01:58PMj 02:24PM 02:46PM 03:00PM 03:11PM J103:28PM} i02:11 PM f 02:37PM f 03:01 PM 03:15PM f 03:26PM 03:43PM : ! 0247PM1r03:11PM� 03:25PMT 03:36PM 7[03:53PM 02:39PM1 03:07PM i 03:31PM] 03:45PM f 03:56PM f04:13PM 02:49PM! 03:17PM 03:41PM 03:55PM 04:06PM-10423PM 104:16PM 04:33PM : -1 03:27PMj 03:51PM 04:05PM t._ : 1/03:47PMJ 04:11Ptv1 04:25PMM1004:36PM1104:53PM 03:29PM 03:57PM 0421PM 04:35PM f 04:46PM If 05:03PM — : jro4:07PMlf 4:31PM 04:45PM 04:56PM 05:13PM f04:00PM 04:26PM 04:52PM 05:O6PM j 05:17PM 05:33PM 04:10PMf 04:38PM 05:02PM 05:16PM 05:27PM ' 05:43PM f : 1 05:03PM 0527PM j 05:41PM 05:52PM f (16:08PM f04:57PM105:25PM 05:49PM 06:03PM 06:14PM 106:28PM f 06:49PMJQ7:03PM 05:39PM1 06:07PM f 0625PMj 06:38PM f06:16P11 06:37PM {06:55PM 07:06PM f o7:19PM { 07:33PM f Q6:46PM [07:07PM f 0725PM 07:38PM L07:49PM 1[o8:03PMf [ail 6PMj 07:37PM f 07:55PM 08:08PM j08:19PM 1f08:33PM fa822PM1 08:43PM / 09:01PM 09:12PM1L09:21PM1109:33PM; 10:12PM 109:29PM1[09:47PM1F3:01PM [10:22PM f 10:21PM f [i0:33PM f 10:564J[i 1:08PM] f 13:04PMf 110:36P41[10:A7PM cc: R.:-Nfj(3rt http:/fwww.miamidadc.gov/aransit/routes/schedule.asp?Rt-WEEKDAY%24&R2-South6.._ 10/7/2004 • • • ?Omni -lade County - Transit Page 1 apt 2 Transii i::r._,..i TRANSIT INFORMATION: 305-770-3131 Rs;adaats South al SW 2 Su 305-891-313 t 77Y llama (far daahluml W hearm2): 305-854-5530 nfonday-Friday. fi am. 1a 10 p.m. Woeimnds, 9 a_nx 1a 5 p.m. vamosnramfdade.gor ROUTE 9 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CSD Bus Terminal NE 36 St & 2 Ave NE 2 Ave & 79 St NE 125 St & 6 Ave NE 167 5t & 15 Ave Matt venture, Mal J 04:58AM 105:07AM 05:16ANF] 05:25AM 05:39AM [5:58AM1 06:48AME fil5:35AM [ 05:44AM 05:53A:05AM 08:23AM 05:48AM [05:57AM t06:09AMI 06:21AM 06:39AM 07:04AM1 7:42AMI L : 1 06:20AM 06:45AMr07:00A1FO7:12AM [0035AMJ06:47AMJ[06:59AM 07:17AM rCi7:42AM][08:07AMi 07:47ARi 07:24AM • 06:50AM 07:05AM 07:17Ai 07:29AM 107:05AM]L 07:20AM 07:32AM] ii7:d4AM 08:02AM 08:27AM 07:15AM 07:30AM 07:42AM 07:54AM 08:12AMI [0$:32AM 1[98:5?AM] : 1 70 35AM 07:50AM EtYtiTi2AM [68:14AM 507:45AM 08:00AM 08:12AMI[08:24AM 08:42AM [09:10AM] 07:55AM 08:10AM 08:22AM] 08:34AM 08:52AM L : i 08:15AM 08:30AM 08:42AM 08:54AM 09:14AM jr : ! 108:25AM 08:40AM 08:52AM 19:05AM `09:17AM 09.25AM1109:83AM1 09:37AM C : 1. 083SAM 08:50AM 09:04 ;M [98:55AMM 09:12AM 09:26AM]L09:39AM 09:59AM : [09:05AM �9:35AM 09:22AMjj09:36AM] 09:49AM [09:52AM 10:06AM-] 10;19AM 10:09AM ji10:37AMI 10;39ANThl1:07AMI [10:05AM it0:22AM�r 0:36ANiL10:49AMJ L10:52AM 1111 :00AMj;.11:19AM 11:09AM1j11:37AMI [10:35A_j. 11:39AMJ[12.07PM] 12:09PMIL12;37PMj ri1:05AMi m 1:22A.11:36AM 111:35AM1[ 11:52AM ]i 11:49A{dl 12:08PM i 12:19PM 12:39PM 101:07PMI http:l/www_miamidade.bovitransidroutes/schedule.asp?Kt=WEEKDAY%20&R2=-Northb... 10/7/2004 Miami -Dade County - 1 ranssl Yaps.c2or1. 112:05P1 112:3544 12:22PM 112:36PM 1 12:49PM 01:10PM 01:38PM 12:52PM (01:06PM 101:20PM 101:41PM 02:09PM 01:05PMj 01:35PMt� 01:22PM 01152PMj1O2:08PM[02:20P40641PM r01:36PM [di :50PMi102-1 tPt ilKi3 03:09PM 10-2'.05PM IL 02:22PM r02: i M 102:50PM! 03:12PM] 03:40PM 04:10PM [62:35PM 02:52PM 03;06PM r03:20PM [03:42PM . 1 03:13PM 03:27PM 03:41 PM 04:03PM . 03:10PM�1 03:27PM 03:41PM �:55PM 104:17PM 104:45PM [03:30PMM 03:47PM 04:01PM 04;15PM [04:37PM . 103:45PMJ 04:02PM 04;16PM 04:30PM 04:52PM 05:20PM 03:55PM1 0412PM 04:26PM 04:40PM 05:02P14 1t14:15PM1 04:32PM 04:46PM 05:OOPM [65:22PM . 725PM 04:42PM04:56PM L05:1OPM iii5:32PM :OOPM 04:35PM 04:52PM1 05:06PM 105:20PM [05:42PM 1 04:55PM 05:12PM1 05:26PM 05:40PM [06:02PM 06;23PM 0 :05PM 05:22PM1, 05:36PM 105:5OPktj 06:120M E. i 105:15PM 05:32Pti 05:46PM 06:00PM [06:18PM 06:39PM I05:35PM 05:52PM 06:06PM 0619PM 06:37PM [05:45PM 08:02PM 06:14PM 06:27PM 06:45PM (07:06PM 06:10PM 106:25PM 06:37Piii 06:50PM 1r07:08Pki] — -- I 06:30PM 07:05P1411 06:45PM 06:57PMI07:10PM [07.454M 07:28PMj07:49PR 08:03Pi 07:20PM_ 07:32PM 107:35PM1107:50PM108:02PM 08:15PM 08:33PM1108:54PM [08:05PM1 08:20PM LOs:32P!1[08:45PMJ 09:03Pm]L__: l08:35PM L08:50PM [09:02PM 09:14PM110 :28PM1 :48PM1 09:35PM 1 09:48PM 09:57PM 10:09PM 10:23PM _ 110:35PM 1 10:48PM 10:57PMT 11:09PM 11:23PM . i�i:10PM [ 11:23PM 11:32PM 11:44PM 11:58PM http:ffwww.rniamida€ic.govhranssf/routcsfschcdulc.asp?R I=WC:EKDAY%20&R2 =Northh_.. 10f712004 • • M1a1111-uaae 1.,-aunty - transit ?f01158' TRANSIT INFORMATION: 305.770-3131 Raslde1F0 South of SW 216 St: 205-991-9191 ITV Users OW dea ltwd or beam -KO. 205-654-6524 Monda.Frlday.5 am 1a Iaunt. Weekends, 9 a.m. M 5 p.m. aww.mWn ldade.gov ROUTE 10 SCHEDULE lJ1 b SERVICE: WEEKDAY DIRECTION: SOUTNBMIND NE 167 St & 15 Ave Mali NE 135 St & 12 Ave NE 125 SI & 8 Ave _I NE 2 Ave & 79 St 1 NE 38 St & 2 Ave CBD Bus Terminal 05:10AM1 05:19AM'105:24AM_ 05:37AM1L05_48AM1106:03AA 35:44AM r05:49AM1[06:OSAAd1L06:18AM 05:35AM 136:38AM 106:33AMI 05:49AM r06:01AM 106:09AM 1106:25AM1 06:53AM1 L07:23AM1 L08:03AM1i 08:43A 4 Lf06:19AM 06:314M1106:39AM1106:55AM]107:08AM [07:19AM107:35A1407:48AM [06:59AM 107:1141 1 07:39AM 107:51AM I-07:594i] 3'T54408:28AM 108:17AM 1108:29AM 08:37AM 1.1, M 09:Q6AM 109:23AM] 08:44AM 08:56AM r09:04AM11.9:19AM1 09.314M1109:48AM1 109:16AM 1-09:27AM C:34AM I[69 49A A[ 10:01A 1110:18AM], 09:48AM 109:57AM 1 10:04AM 1 10:19AM { 10:31AM [10:484 111:18AM L 10:16AM [10:27AM [10:34AM 1110:4941 11:01 AM r0:46AM 1 10:57AM LI1:04AMj 11:19AM 1 11:31AM 11:48AM1 12:18PM 1 11:16AM 1 11:27AM 111:34AM 111:49AM L12:19PMJ [ 12:01PM 1 111:46AM}111 57AM�r12:04PM [12:27PM 12:3iPM 1 01:01PMJ101:18PMi] L12:48PM 1 12:16PM L :34PM 112:49PM [12:46PM L 12:5TPM 01:04PM 01:19PM 1 01:31PM jt01:48PM1 101:16PM 1 01:27PM 101:34PM L01:49PM_1rO2:0iPM [Q2:18PM 101146PM 101:57PM i 02.27PMiL_0_34PM1102:49*L 3 53PM]i r12:04PM 1031:20PM1[03:35PM 04:00PM1104:15PM 02:19PM 02:31PM 1(}2:48PM' 102:16PM 63:Oi P410:18PM 103:02PM1r03:33P 103:42PM1[ 103:46PM 04:0.3PM 1F44:43PM Il 04.26PM http:llwww.miamidade.gov/transi1lrauteslschcdLilc.asp7R1—WEEKDAYS 20&R2-Soathb.., 1017I2004 • Miami-LYatre 4ounty - t ranstt rage zO L ! 04:23PM 104:34PM L04:41 PM 1 04:56PM . 05:07PM 05:23PM] 105:03PM 05'14PM 05:21PM 05:36PM 05:47P 06:03PM [5:46PM r05:57PM [06;04PM 08:18PM [ vv•:29PM 06:43PM j 06:23PM [:33PM [06c39PM 06:53PM 07:04PM 07:18PM) 08:53PM 107:03PM [07:09PM 07:23PM] 07:34PM [ 7:46PM L07:23PM 107:33PM 07:39PM 07:53PM Or [i8:18PM 07:53PM [08:03PM [-08:09PM 08:23PM [ 08:34PM [08:48RMt 1 08:25PM �:35PM L08:41PM 08:55PM [ 09:06PM 109:18PM 09:16PM 109:24PM 1-09:29PM 09:42PM r09:51 PM 11093PM 10:46PM 1 10:54PM ( 10:59PM 11:12PM [ 11:21PM F11:33PM CLOSE FF it,fpow • http W www,miam idade.gof/transrtfroutes/sehedale.asp?R 1==W EEK.DAY%208t R2,,,Soutl/b... 10/7/2004 • Miami-Va01C l.ourny - t ranolt -Transit TRANSIT INFORMATION: 305-770-3131 Soo/dantx South of SVttfe St: 305-89i-313t Try )pars (far deaftrard of hearing): 305-S54-6530 Monday -Friday. 9 a.m. M 14 p.m. Waakands. 9 a.m. lo 5 p.M. w.wt miarnidada-gov ROUTE 10 SCHEDULE r-agi' ) 4.11.4 SERVICE: WEEKDAYDIRECTION: NORTHBOUND CBDBus INE36St&!NE2 Terminal Ave 2 Ave �I & 79 St I _ s`NE125StNE135StNE167$t & 6 Ave & 12 Ave & 15 Ave L Mall [05:18AM 05:27AM j105:36AM { 05:49AM F05:53AM 06:05AM 1 :05AM11-0620AM (6:35AM1, 1106:32AM rt76:48AM1106:54AM L07:06AM_J [07:36AM 06:50AM) 7:02AM 1207:18AM.1 07:24AM 06:55Ai L07:10AM r07:22AM r7_38AM I07:44AM 107:56AM 1_07:25441i 07:40AM 1107:52AM 108:08 ?W06:14AM1108:26AMJ 1.08.54AM [09:06AM_ 08:05AM L08:20AM-1r0&32AM�[08:48AM I(i8:45AM 1 09:02AMJ109:15AM1 09:30AM [09:37AM I09:48AM 09:25AMIr09:42AM }}I09:55A] 10:10AM 10:17AM r10:28AM 11 09:50AM1r10:07AM 1110:20AM 10:35AM110:42AM1I10.53Ah1 10:20AMII 10:37AM I110:50AM 11:05AM I 11:12AM 111:23AM 10:50AMr11:07At J[i1:20A1] 11:35AM [11;42AM 11:53AM I i 1:20AM1r 11:37AM r11:50AM 12;05PM 1112:12PM 12:35PM 1.12:23PM 1 11:50AMIi 12:07PM ii112:20PM [12:42PM 12:53PM 12:20PMj[ 12:37PM j[12:50PM1 01:05PM-1[01:12PMlr01:23PM 12:50PM11 01:07PM 101;20PM1 01:35PM j 01:42PM [01:53PM t01:20PMl101;37PM [U1:50PM 101:50PM1r02:07PM IR:12:20PM 02:OSPM_1l02:12PM1Ei2:23PM1 02:35P;u1 03:05PM1r03:12PijL93:23PM1j 02:42PMJr0253pM 02:20PMk 02:37PM 10250P11 02:50PM1! 03108PM j03:22PM 03:37PM1c03:44PM 103:55PM1 [03:20P1411 03:38PM 1103:52PM 104117PM 04:52Pf;4 r 04:14PM { 04:25PM 04`05PM11 04:23PM1304:37PMj i 04:59P-g 05:10PM ii http:llwww.miainidude.gov/transitfroutes!scheduic_asp?R I—W EEK R?1 Y%20&R2=I`iorthb... l 017f2004 Miamf-uaac kmunty - 1 fBnSLS 1'agc L of 2 1_04:45PM}( 05:03PM 105:17PM r05:32PM 05:39PM 1I 05:50PMJ 08:16PM 1106:26PM 105:25PM [05:42PM 01:56PM r06:11PM 06:05PM 09:20PM J06:32PM1108:46PM 06:51PM [07:01PM I06:.45PM 107:20PM 07:OOPM 107:12PM 07:26PM 07:31PM 107:41PM] 07:35PM I07:47PM 06:01PM 08:06PM 108:16PM I07:50PM [ 08:05PM 01117PM 108:3tPM 08:36PM ]I 08:46PM 0829PM1 08:35PM 08:47PM1 09:01PM 09:05PM 109:13PM 108:50PM 09:05PM 109:14PM 09:27PM 09:3tPM [09:39PM 109:20PM 09:33PM :42PM j 09:55PM1 [10:45PM 09:59PM_1I 10:07PM 00:49PM j[10:57PM 12:19AM f€12:27AM I10:10PM [ 10:23PM C0:32Ptj 11:40PM [ 11:53PM 112;02AM 12:15AM http://wrArw.miamidadc.govAransiLfoutcs/schedule.asp?Rl-=wEEKDAY%20&R2=Nor hb._. 10/7/2004 • • 0 Miam;-1)ade County - I ransit Page 1 01 I Jr ;ce du MIAM 1•DADI!: TRANSIT INFORMATION: 305-770-3131 Residents South of SW21.3 SL:195-591,3191 rry Users (fix cleolilLerd of hamingt 305-654-6530 Monday.F0day. ant.eo 1.0 pJn. W.-kends. 9 a tn. to 5 win. nynannarnidado soy ROUTE 6 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUN [Grand Av & McFarlane Rd Coconut Grove Station SWI3 St & 32 Ave NW 7 St & 37 Ave NW 14 S & 22 Ave Flagler St & 22 AVE3 Brickell Stalien SW 1 St & Miami Ave NW 29 St & N Miami Ave NV; ' 1 08:13AM 0822AM 08:31AM 198:41AM 08:51AM 08:58AM A (09:1FIAM 09:26AM [ 08:43AM [08:52AM 0901AM [09:11AM 09:21AM]i09:26AM 09:40AM (09A8AM 09:56AM I 09:13AM 09:22AM 09:31A40-941ANI 09:51AM 0958AM 0:10AM [10:18AM 1-1-071,4 r_, 09:43AM 09:52AM 10:01AM [10:11AM 1021AM 10:26A1v1 10:40AM 10:48AM 110:56AM 1-, [11613AM I 10:22AMJW—ilAm]Wi1AMI r11:31AM 10:51AM1[10:56A1C1111:10A]E11:18AMI 11:26AMI L 11:13AM 11:22AM 11:41AM 11:51AM [11:56AM 1210PM 1218PM 1226PM 1: 12:13PM ,0:T13t=m 1222PM 1231PM [12:41PM 12:51PM1[12:58pm1101:10P401:18PM1-61:26fly.11101' 01:22PMi 01:31PM 10141 M 01:51PM 101:56PM 0210PM 0218PM 102:26PM 0: j 0213P 02:22PM 02:31 &2,:41PM [02:51PM [02:55PM 03:10PM 0318PML93:26PM 0: I 03:13PM]03:22PM11-03:41PMFF:13:51PM 64:22PMj164:31144104:::1. 103:56PM 04:10PM 04:18pm [ 04:26PM Ck 1 04:13PM1, f PIA [64751PM [04:56PM 05:10PM 0518PM L05:26PM il CH i 0443PM 164:52PM 1-05:13T.M1§5:22P1,11105:31PM [0:01PM 105:11Pmj[05:21PM 1,0528PM105:40FMIL0_5:,40P405:56PM I .„_____,,______._,....,..., (061014.5106:18PM I.,06:26PM .01 L1:1( 05:41PM1NE:15.:51PMIE35:58P11T http://www.miantidadelovitransit/routesischedule.asp?R I EEKDAY%21AR2—NorIbb... 10/712004 • • Mlaml-mac Lounty - i [anal' t3an TRANSIT INFORMATION: 305-770-3131 Residents fells of S W 216 St: 305-091-3131 TTY Wen Oar dea1Mstd aiheeengl: 305-6544530 Monday -Friday, S a m. to i0 pm: Weekends. 9 a.rn_ to 5 p.m_ weeemia degee ROUTE 6 SCHEDULE NW12St & 19 Ave NW29St& 18 Ave NW29St & N Miami Ave SW1St& Miami Ave [_ ][ 08:07AM [08:15AM 08:25AM 1 108,32AM L SERVICE: WEEKDAY Bricke0 Station rage 1 01 i DIRECTION: SIUTHBOUND Fiagter St & 22 Ave NW 14 St & 22 Ave NW7St SW8St C & 37 Ave & 32 Ave 8:31AMI0 :45AMM[8:51AMJf09:01 M 09:09AAA��. [^ 08:37AM r08:45AM [08:55AM 109:01AMI[09:15AM 09:21AM {09:31AM [09:39AM� al 09:07AM 09:15AM 09:25AM 1[09:3lAM09:45AM 09:51AM110:01AM 10:09AM i�1- 09:37AM 09:45AM [09.55AM 5-0:01AM110:15AM 1-10:21AM 10:31AM 10:39AM L' 0:37AM 10:45AM [ 10:55AM 111:01AMij j.11:15AM [i i:21AM j11:3IAM 11:39AM 11 11:45AM 1215PM 12:21PMI12:31PM1112:39PM31: 1 : [ 12:37PM 12:45PM 12::55PM 01;01PMJ 01:15PM 01,21Pi,11 ,0� 1:31PM [01:39PM. 01:37PM 01:45PM 01:55PMIi2:01PM 02:15PM1 02:21PM�[0-2:31PM1102:39PM �' 11:37AM r 02:37PM 02:45PM 03:37PM [03:45PM 1 04:07PM _04:15PM 04:37PM 04:45PM'. T 05:07PM (05:i5PM- i 02:55PM 03:01PM L03:15PM 03:21PM 03;31PM [03:39PM [: b03:55PM j04:01PM [:15PM1 04:21PI�L:3tPM 0439PM : 04:25PM [04:31 PM 10i 4:45PM j 04:51 PM105:01 PM [05:C9PM]K 04:55PM [05:01PM 05:15PM 05:21PM 145:3iPM110539PM (' ras:25PM 05:Y1PM [05:45PM1105_51AM' 08:01PM 08:09PM [En Irttp:llwww.miamidade.govltransitirouteslschedule.usp?Rt =WEEKDAY%20e4R2 =3outhb... 10i7/2004 ori neiltlitll—llrktm t—uturty ttalplt 14 art.-, SI 14 31 t . U ADE TRANSIT INFORMATION: 305-77E13131 Rosidents Smith di 5W 246 SL: 205444-2121 TTY Users (far deaf/hard 41-hewing), 265-664-6560 Monday-friday, S a.m. to 10 p.e. Weakaands. 9 d.11l. to 5 p,m. yymerniamkfadeve ROUTE 36 SCHEDULE SERVICE: WEEKDAY t"agjt; 1 iit L DIRECTION: EASTBOUND , is N iW 53 St I & 87 Ave 1. NW 36 St & 87 Ave I- Miami Springs Cr 'Springs N. Royal •1f:38AM INW 36 St& 57 Ave NW 36 St $ 42 Ave INW 36 St & 33 Ave NW 36 St & 32 Ave Iapattah4 Station j E Bt 05:41AM1[j1 A. OMJ 05:51AM I05:54A <_ 05:55M F06:04AM iii _._ .—..-1r_ [oe:1041 _ 3-05:54Ai]( 08:O8AM1 06:11A- 06:26AM 1 1 06:14AM 06:29AMJ I0S:154/L06.24AM t 06:13AM 1L : 1 06:21AM 08:36AM�HI i:39AM 0 ` 106:35AM11-06:38AM i06:24AM , 06:36AM 06:41AM t 06:44Ar f 06:54AMJr06:55AM 06:45AM 08:54AM 10, IE It 06:46AM 06:S1AM 07:06AM 01 i06:47AMj[O6_50AM ] [07:05AM : j f 07:00AM 07:00AM 07:21AM j 07:O9AM j 07:10AM [07:21AM 01 t07:OOAM 107:10AM L 07.15AM 07:24AM 07:25AM1 07:36ANI 07:15AM ' : 107:25AM 07:31AM ( 07:34AM 07:35AM [07:46AM [T i t 1-7-: r 07:23AM11 07:35AM I, 07:41AM j 07:44AM 07.45AM r07:56AM [-di 07:35AM 107:404.41r ,,; _II 07:50AMjr 07:56AMMr-07:59AM 08:00AM [08:11AM OF OF { 07.45AM 107:SOAM L__._,___JL 08:OOAM 08;07AM IL 08:10AM 08:11AM { : 08:36A� L :00AM r-06:04AM IL : rrn08:14AM1 08:34AM A08_21AMJ[08:24AM1 08:41AM 08:25AMJ I08:20AM l08_30AM L OS;24AM�= [ 08:34AM Jr �r l 09:OQAM09:14AM : L 08:44AM 08:45AM 1 08:56AM 1 08:32AM t .08:44AM Ir 08:44AM1f r0g:09.0A509:16AMii[ 08;51AMJt 06:51AMJ[ 08:54AMJ08:55AM1 08:54AM : -Ir I 'f -08:55AM 0906AM, Jt.._.. 0:01ACN N. gg-- L 7t I08:55AMT08:59AM 9 OAM 09:19AMJL09:20AM):31AM 09:25AM J [09;50AM� 03:21AM 09:24ANi L : 409:55AM r10:0OAM t _ 1 49:28AM1I 09:39AM 09:46AM [ 09:49AM L09 59AM— _ _ 1609AM1 }0 14AM J 10 16AM1[ 10:19AM ] 10:20AM 1025AM 10:31AMj r - �Il I_ iO 04AM 10 21AM L1O:24AM � : .1 :er] 10:28AM 10:39AM 10:46AM 1 I0:49AM 10:50AM 11:01AM 1' --.___ !..--------_._ .. -- --- - -Ir- --� ---------11-- - http:l/www.miam idade-L±aviva (%routes/schectule,asp?R 1=WEEKDAY%20&R2=Eastbo... 10/7/2004 IVItaliit-Vatte ourity !MIMI L 4JF L1 0:55AM 1 10:59AM11 : 11 11:09AM II 11:16AM I 117 MAIM I 1120AM 111:31AM Li- L : iniTiiiiCim ---iiAtA ri 1:46AM rt-1:49 [ 11:50AM 1 12:0 1Ptirt; 1 1:55Alvi I 11:59AM 1----7-----I 12:09Pin 12:16PM It' 12:19PM 1220PM [F127.31PMICI; L : 1 , j 12:28PM [ 12:39PM 1_12:46PM [ 12:49 12:50PM L01:0117.11] 0' 112:55PM I 1259PM : ---1 01;09PM-I ota 6pm [ 01:19PM 01:20PM [T-f1:31PM Ea-- f : ri--)7C5--3-411 L : I 01728PM 01:39PM 1 01:46PM II 0149PM ,.. 01750PM 102:01PM 0: 1 01:57PM I : 1 02707PM --1[-Ct2:14PM 1 02:17PM1 02:18PM 02:05PM I. 02:09PM 1 :J 02:19PM r 02:28PM L 02:29PM 0230PM I 02:41PMj 0: : L._ : -I 0-2-2110---JM 02:39PM 11_ 02A6PM 1[92:49PM 012:50PM 103:01PM 1 0; 02:40PM I 02:44PM j : ---1 02:54PM1 03:01PM L03:04PM 0305PM 1-0-371,FiPM 0; 03:00PM T03:040M-1 : 1 03:16PM 1--0-3:23PM [63:26Plv1 0327PM [0.378-6-6M 6-; 103:15PM 03:19PM : 0331PM 1 0338PM [-03:41PM 03:42PM E33:53PM OA : . 03:27PM 03:39PM [ 03:46PM L 03749PM 1 03:50PM [04:01PM 6 03:41PM 03:45PM : 1 03:57PM 1 0406PM [ 0409PM 04:10PM ri-421PM 0, [04:00PMJ ...._.- - __., : 04:05PM I : j 04:18PM 04:27PM L 04:30PM 1 04:31PM [04:42PM 04 I : i 04:20P-Mi 04:32PM-1( 04:41PM I 04:44PM 04:45PM _ [04:56PMOf 04:19PMF-04:24PM : J 0437PM L 04:46PM 04:49PM 04:50PM I 05:01PM Of. [04:39PM [4:44PM1 : j 04:57PM [05:06PM LAS:09PM 05:1GPM Fi521PM 0f 1_04:59PM1 .... 05:O4PM iLIII05717PM jr_05:26PM 05:29PM 05:30PM :4 PM Of --:-—I : [05:20PM_I 05:32PM 1105:41PM 05:44PM 05:45PM FM1 Of 05:20PMII 0525PM j : 1 051-38PM F-05:47PM 0550PM 05:51PM [06:02PM Oi [05:42PM11 05:47PM 1 06700PM L06:07PM-1[ 06:10PM 06:11Plvi 1-06:21P141.1TR 0i4ir--00:03pm : I[-06:13PM i 06:20PM 06:23PM 06:24PM 06:34PM Of 19620AM I 06:23AM 7 j 06:33AM r06:4OAM 06:43AM 1 06:44AM [ : F , r , 06:27PM I 06:39P1V-1] 06:46PM 06:49PM 0650PM-1[07:00PM 7' [07:08PM 1-67:28PM 01 LI 01 06:38PM11 06:39PM : i 06:49PM [ 06:54PM 06:59PM 07:00PM 07:00PM 07:03PM : 1 07:12PM I 07:16P1A1 07:19PM 1 0720PM : A 087:01:1PM Tr----: ---ITCV-.73-2PM1 0742PM 07:46PM ! 07:49PM 07.:50PM j[17:58PM 08:20PfyL108:28PM [OE LO-f ra-f I 08:03PM-11--- : ---1 08:12PM -IF 08:16P---ir 1 08:19PM . . 08:33PM 1 0842PM Pia:46PM 0849PM 0850PM I 08:58PM [09:10PMA 0913PM I : ___ j 09:22PM ro9:26P 09:29PM 09:30PM 109:38PM I OSL ',./41NLv.:)vv httpl/www_miamidade gov/tratisit/routes/schedule.asp?R 1=WEEK DA V/0208ER2-vEastbo... 0/7/2404 • • :rfl0.ikf/"1JtIts uVµUty - LI4n i= Transit 11 t A At t - A 0 E TRANSIT INFORMATION: 305-770-3131 ResNlents Soon at S W 218 St..- 305-881-3131 TIT users. (Ice slaa8Rmrd at heorit,g1-305-e54-8530 Monday -Friday. 8 em. le 10 pm. Woekends, 8 a.m. 10 5 p.m, ROUTE 36 SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND Omni Metro Mover Sus . Terminal NE t St & Biscayne Blvd Aitapattah Station NW 36 St & 32 Ave NW 36 St & 33 Ave NW 36 St & 42 Ave NW 36 St & 57 Ave Mier Spring. & N. R. 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L 04:50PM 04:58PM 05:07PM 05:19PM 05:20PM 05:25PM 05:31PM : 05:06PM 05:14PM,_' 05:23PM 05:35PM 05:36PM1 05:41PM 05:47PM 05:591 105:10PM 05:18PM . 05:27PM [ 05:39PM 05:40PM 05:45PM 05:51PM . l " 05:38PM ` 05:47PM 05:59PM 06:QOPM 06:05PM 06:09PM . 1 05:50PM 05:58PMe 08:07PM 06:t8PM 06:19Ph1 06:24PM-7r08:28Pki : i 06:20PM ~ 06:27PM1[06:36PMI 06:47PM 06;48PM 06:53PM 06:57PM 07:091 L06.50PM 07:00PMW 06;57PM )107:06PM 07:15PM I 07:16PM 07:21PM L07:25PM 1 L07:06PM1E37:13PM 07:22PM : .1 i m______.1 1 07:30PM [07:36PM101:43PM 07:52PM 07:53PM 07:58PM 08:02PM 08:111 08:20PM 1L08:25PM1C8:32PM 08:41PM L 08;42PM 08:47PM 08:51PM . 08:50PM r08:55PM 109:02PM { 09:11PM , _; r L09:30PM 09:35PM 1L0942PM 09:51PM htip://www.miamidadc.govltransi tiroutcs(schcduIc.asp7ft i ==W EEKDAY°11:20& it2=W cstb0. e. 10/7/2004 • • • • t9t19991-1,91(le k,uutiLy - rdtt5st. raw.; ut TransIt ched MIAMI-DADE TRANSIT INFORMATION: 305-770-3131 Sasamtis Soullt of SW 219 St:595491-3131 ITY User. Om dentRumi h9atittttt 3054544559 Mooday-Fraay. 9 s.ret tio JO poi, Weatert$9, 9 P.m ta 5 p.m. woovuniamidade.gov ROUTE J SCHEDULE SERVICE: W EKDAY DIRECTION: WESTBOUND 72 St & Collins Ave 41 St & incites) Creel: 23 St & Prairie Ave 43 St & Migafl Ave 41 St & Mon Rd NE 36 & B Blvd Itapattall Stationiscayne NW 36 St & 32 Ave NW 36 St & 33 Ave NW 36 St & 42 Ave Miami Intl Airport -._ [55:30AM [55:50AM1106:01 [1-7:: J : : r : -1[0 :30AM 10539AM 105:48AM Eli5-.49AMI 1r35754A46T59Alii .06:13AM1106:20AN K39AM r : E.-.:—] 05:43AMI 05:48AM173&:;57AM-Wi-A1436:08Atiil AM -. iL— : 06:12;* 06:22,4-41W2A-N3111116:33ANI1 06:38AMI06:454 06:10AM li PT-1AM : L : _.:05AM/ 166:25AM1 06:32AM [-Of.42--AVII 106;52A-NAM1 06:MA1407:05AM [07:264 06:30AM 6:41AM : r : [66:45A-iii [67:06AMI OF6-:-5271iiiffiiii.M1I57:13AIA1 1-0:7735AM 107:1 4AM1 {6-7:36-A4AgT-4170-411157:46A1V 07:19AM 06:50AM ivtii : - 07:14Ayli24AM 0710AM lAM ,.7:26AN41,07-.34,...467:44ANI 107 :55A07:58AMI 08:01AM 0:1 Oa, 07:34AM K7745AMji : [67:50AMI 07;5L_o_jAm E38:08AM 1-08:19AMIIiii:204_,1 II {tii$:25a60-0:34AN 0755AM 0719AM1 : ir ; [98,11Ami[g_a19Am g---18:29Amit98 :10Am :41.e141,419_8i461kjirlicE8.55AN 06:15AM @8:26AM L , [08:31AMP-8:39AM 66:,--19-4--1 [09:00AMII-09:01AM [09:06AM .9:15Afv: 0635AM 108:46AM . r : :1 Ali] OtD-silLOV___..:19,09.:20AM 09:21AM 169R[09:35AIV 06:54AM :05AM L : V : [0911 A14_;,19:19AM 09:28AM-109:39A AOAM 109;45AM 109:54AN 0919AM 09:30AM 1 I : PiT.:36A±AjK19:44AM 09:53AM 10:04AM 10:34AM 10:05MEIC:ioAt4 Eiti19AN 0949AM 10:00AM : : 1006AMT10:14AM 10:23AM 1035AM 110:40AM [T0:49a+ 10:19AM 0:30AM r , { ; 10-313AMIa0:44AM L10:53AM 11:04AM [11:05AM DI:10Am 15-1:19AN 1049AM :00AM :r 11:06AMj14AM 1 1:23AM,1 11:34AM 11:35AAF11:40AM EI:A9AN 1119AM 11:30AM 112:01PM :, _ : "1 : 11:36AM]b 1:44AM .iiii 11:S3AM 12104PM 1205PM [12:10Pm1[1 2:19PN 1150AM Ft 2:0 7P MIL13:1 12.:24p..4i -12::,,di 12:36Por, -..,iiii-i-,., riidai,, [91.20PN FriyaFim 12:-50PM ii 2:31PM : ir : 1 2:37PMLI ?:45Plili 1254PMY11 :05PM '01:06PM 101.11PM i.i1:01PN1 r : — L : 01:07p401:15P-M11-01:24PM101:3511M01:3OFTIi1106i 1 P-14-i:5iiFTL 1 ----u--- tr-- r If ---- 1 http://www.m iarnidadc.govitransi Vrou Icsisch edule.as p?R I -WEEKDAY%20&R2-Westbo... 10/712004 ,vU4 t1l"t,auc \..UIJIIIY '" i tkEtIJEE • D A 1f 1i TRANSIT INFORMATION: 305470-3131 Residents South of SW 276 St: 305-681-2131 1 Y thors (for deaf5tard of hewing 305-554-6536 Monday-'fday.6 a.m. to 16 p.m. Weekends, 9 a.m. in 5 p.m. I+ww.duamiCade.9ov ROUTE J SCHEDULE SERVICE: WEEKDAY DIRECTION: EASTBOUND I Douglas Road Station Coral Way & 1_edeune Rd Flagler1 St & 42 Ave Miami Intl Airpart ° NW 36 St & 42 Ave NW 36 St & 33 Ave NW 36 St & 32 Ave Atlapattah Station NE 36 St & Biscayne Blvd 8 04:20AM 04:26AM1 04:31AM 04:39AM 04:44AM 04:47AM 1 04:48AM 04:58AM 05:03AM Q: E04:50AM f05:20AM1 04:56AM 11.95:01MAJ 05:09AM i 05:14AM 05:17AM] 05:18AM 05:26AM1 05:33AM --i 05:26AMW105:31AM 05:39AM 0544AM 05:47AM 05:48AM 05:56AM 06:O5AM OE 105:37AM [05:53411T06:OOAM 05:43AM 1 05:48AM 05:56AM 1 O6:O4AM [06_07AM 06:08AM [01:17AM1 06:26AM 1 OC 1106:o8AM1[6:13AM 06:21AM 736:24AM 06:25AM [06:34AM 1 06:43AM 1 0E [06:13AM 06:20AM 06:26AM 06:33AM 06:41AM 06:44AM 06:45AM 06:54AM 07:.05AM Oi 46:33AM 06:40AM [06:46AM 08:53A1v 07:01AM 07:04AM 07:05AM 07:16AM 07:27AM Qi 106:44AM 06:51AM1`06:57AM 07:08AM r07:14AM11r07:17AM iI 07:18AM1rifi29AMir07:40AM] Oi j07:04AM 07:13AM F07:19AM 07:28AM 07:36AM 07:39AM 07:40AM 07:51AM 08:02AM O1 f07:19AM 07:28AM 107:34AM 07:43AM 07:51AM 07:54AM 07:55AM 06:05AM 08:17AM 0€ [Q7:34AM 07:43AM 0 49AM [07:513AM 08:06AM 08)39AM 08:10AM 08:21AM 08:32AM QF [ 7:51AM I08:00At/A08:o7A it 08:18AM i 08:26AM �08:29AM ] O8:3QAMj1[08:41AM 08:S2AMj 0E 1Q8:11AMJ 08:20AM 108727AM 08:38AM 08:46AM 08:49AM 1 08:50AM 09:01AM 09:11AM OE o8:30AM [08:39AM [06:46AM 08:57AM 09:06AM 09:09AM 09:10AM 09:21AM 09:31AM 008:56AM 109:05AM 109:11AM 09:22AM 09:31AM 09:34AM 09:35AM 1 09:46AM 04:56AM _OS iC 109:28AM i 09:35AM 104:41AM 09:52AM 10:01AM 10:04AM 10:05AM 10:16AM 10:26AM1 1C [11 109:56AM 1 10:05AMi Th 11AM [10:22AM 10:31AM L 10:34AM 10:35AM 10:46AM 10:56AM [10:26AM 1 10:35AM [10:41AM 10:52AM 11:01AM 11:04AM 11:05AM 11:16AM 11:26AM 11 [10:56AM t 11:05AM Di I 1AM 11:22AM 11:31AM 11:34AM 11:35AM 11:46AM 11:56AM 1:i. [11:26AM 1 :35AMJ111:41AM1 i 2:O4PM]I 11:52A—Mi 12:01PM 12:31 PM 12.04PM j[ 12:05PMJ L 12:34PM ][ 12:35PM 12.16PMM1[ 12:26PMI[i f 11:55APA 12a11 PM1[12_22PM] [i 2 46PM [ 12:56PM http://www.miarnidadc.govflransitfroutcsischcdule.asp?R I =W EEKDA Y%2o& R2—Eastl3o... 100/2004 • • • • mlarni-Lraae t.,ourny - 1 ranstc rage . os z 112:25PM1[ 1234PM 124111412:52PM]] OI:01PM 10104PM J1 01:05PM 1101:16PM 101:26PM I_01 Er; L9i. [CI; Et [L.3 [0Z la< [12:55P14 0104PM 0111PM 1101:22PMJA1 01:34PM__1[701735T413 01:46i 01:56PM 101:25PNII 01:34PM 01;41PM 1.13-Ti201411 02:01PM .11-02134PM]l 0205PM 102:16PM 0226PM 01:40PM 1 01:49PM 10156k91 [0207PM IT02:16PM 1 02:19PM I 02:20PM f 02:31Pn 02:41PM 00PM 0209PM 02:16PME5227PM [62:36PM1 43.7:39---fPM 13.271FPii-102751 03:01PM [02:20PM 02:29PM 02:36PM (-02:47PAII[6-P-M1 02:59PM 03:OOPM F03:11PM 03:21PM [02:40PM 02:4 PM 02:56PM 0307PM11 03:16PM 03:19PM 03120PM I 03:31PM 03:41PM f02:59PM 03: 8PM 03: 6PM /032741d1 I 03:36PM 03:39PM 03:40PM [03:51PM 04:02PM 03:19PM 0328PM 03:36P1v( ([74=-74.41 0356PM r0375-6PM1104:00PM1[04:11PM 1_04:22PM I03:37PM 03:46PM 0354PM OF1435P-014 I 04:113PM 0419PM 164:20PM 0[7441-PM 04:42PMIEN cr-T.670-g4i1E3f. 122Ftilac. 03:57PM 04136PM 1[04:14PM 1-04:25PM1 0436PM (34:_ 39PM 04:4QPM 0FT-757iT4171 104:17PM 04:26PM [04:34PM 04:45PM11 04:56PM r 04:59PM 11 05:OOPM 05:1 1PM 104:37.PM 04:46PM 0454PM 0505PM]1 05:16PM 1 0519PM 1 05:26PM 1-1-35-:73TOM] 0551PM 05:42PM 06:02PM EH- ai [16i f04:57PM 05:06PM 05: 4PM 0525PM [05:36PM 1 0539PM !I 0540PM [05:17PM 11526PM 0534PM 05:45PM II-05:56PM 06:08PM]I 06:17PM I 0559PM .166,7J14416610PM 11_06_20PM If 0621PM-1 06:31PM 06:19PM P/6740PikiffE [05:40PM 0603PM 05:49PM 05:57PM 0611PM 06:17PM 06;27P14.1 L06:36PM 06:39P 06:40PM 06:50PM 06:59PM 1-06:37PM 0645PM 06:51PM 07:01PM [ 07:06PM 1 0709PM j 0=10M 07113PM 07:26PM - 1070913M]ri7.164111[67:21P(4 101:371-01411 07:36PM-F L08:37PM 07:39PM_Irii7:41 07A8PM I 07:56iii ry, [08:10PM fi_41.9:10PM 08:17PM 08:22PM 08:32PM 1-0-6:40F1M __I 01-111P401 08:49PM j 013:57PM ac 09:17PM 1 09:22PM 09:32PM 1 09:37PM 1 09:40PM 11 09:41PM 09:49PM 09:5iPill E3( I10;19PM 10:26PM 1030PM 10:39PM DO:44PM [ 10:47PM110:48PM f0:5613-171Iii1 :04PM 11 [1:1:19PM 11:26PM 11:30PM 11:39PM [ 11:44PM 1 11:47PM j[-11:48PM rii:56PM 12:04AM CLC3E DUN http://www.miarnidade.govhcansitiroutes/sehedute.asp?R1,-,WEEKDAY%208.:R2-EastBo .. 1017/2004 PERSON TRIP VOLUME AND CAPACITY ANALYSIS TABLE w+a normwa "RP +aanrea vnwwl.ut SA9 S., E%1$IBIB.i'I1ON��18sarcdi.�-Z�.,,rtk� ig,.,.o, Sat- 02rr" RILL 1* N U.i{ 4,7 ReM 6=441 ,., 4., MIA*. I au qu 1)! 13 P{RBPK 144raw.0 tom VVIC111M vatuetw 411 AL t1 I5.M0w44.e.44 .ram aua.c+w KW., ,14474 FAP MVP POMA FRJ+ ..S�A.Mr Via we CAP e.,404 7V w.rsrr 417, 414 a e s 7 ■ ala 4.11 tt ifa 9s • M TOTAL kS 1 JTIANSFY 1WM 4FPG15a4.FAP »q IMMO totx. PPRIOH fe66,11.14 0eae6R SWIM ;WOW! TR. PIMP. Maar 1.194741. METRO MEM MS ;AMR MP 111:P LTPLELI MOP1. iW "'“Am W ca �, Aix . °§ -_a. a� 2 ` �"" ' ) 31 lfS 114 -1111 1 4 MI nt silk Tr MAO Wt. 14 IC ilfeeT 4+a 4+, HI NI a t /y NI 199� L&4 . iIRY ga Ote II 11a �1 o s 11 $�d t3N 1 x"� rt4 its"z a .. L 0 • Proiect Traffic ROADWAY DIR Percent Ingress Percent E9resss Net Vehicle Trips IN Net Vehicle Trips OUT Net Vehicle Trips - TOTAL Net Transit Trips - TOTAL FROM TO ,C (�a`J / "'.3 I��t��Ski 11f jpj�i' fF Ciiit. } bS. d 33 %liEfi ze (.t Ct, )�,�.a,4 uhAiV% i h`M.T.^2' 1"i iK0., �1 i P. Biscayne Blvd. NE 29 St NE 36 St. NB 13 17 7 6 14 10 NE 36 St NE 29 St. SB 17 13 10 5 14 10 NE 2 Ave. NE 29 St NE 36 St NB 16 32 9 12 21 18 NE 36 SL NE 29 St SB 32 16 18 8 24 18 NE 20 St. Biscayne Blvd. N. Miami Ave EB 22 0 12 0 12 7 N. Miami Ave Biscayne Blvd. WB t) 22 0 8 8 7 NE38St. Biscayne Blvd. N. Miami Ave EB 15 4 8 1 10 6 N. Miami Ave Biscayne Blvd_ WB 4 15 2 6 8 6 LEVEL OF SERVICE TABLE f CLASSIFICATION TYPE FDOT'S 2002 Q!LOS PERSON -TRIP LOS A 8 C 0 E A 8 C 0 E CLASS t 11U 0 220 720 880 890 0.00 0.25 0.81 0.97 1.00 2L0 0 1530 1810 1860 1910 T 0.00 0.80 0.95 0.97 1,00 3LD 0 2330 2724 2790 2840 0.00 0.82 0.98 0.98 1.00 4L0 0 3030 3460 3540 3590 0.00 0,84 0.90 0.99 1.00 CLASS IIgke 1LU 0 100 590 810 850 s 0.00 0.12 0.69 0.95 1.00 2 220 111.2 1710 1222 y 12.24 9,12 2.70 Alil_ UV 3LD 0 340 2110 2570 2710 0.00 013 0,78 0.95 1.00 4LD 0 440 2790 3330 3500 0.00 0.13 0.80 0.95 1.00 CLASS 111 1LU 0 0 280 680 810 ' 0.00 040 0.35 0,81 1.00 21.0 0 0 050 1510 1720 0.00 0.00 0.38 0,88 1,00 3LD 0 0 1020 2330 2580 0.00 0.00 0.40 0.90 1.00 4LD 0 0 1350 3070 3330 0.00 0.00 0.41 0.92 1.00 CLASS IV21.0 ILU 0 0 270 720 780 0.00 0.00 0.38 0.92 1.00 0 0 650 1580 1880 0.00 0.00 0.39 0.95 1.00 3LD 0 0 1000 2390 2490 0.00 0.00 0.40 0.98 1.00 41.0 0 0 1350 3130 3250 0.00 0.00 0.42 0.96 1.00 NOTES: DERIVED BY DIVIDING THE FDOTs 2002 LOS BY THE LOS FOR EACH TYPE OF ROADWAY. LOS E' DETERMINED BY INCREASING LOS D BY S© VPH CAPACITY WHICH CAN EASILY BE ACHIEVED BY OPTIMIZATION AND OTHER TECHNIQUE& • • 3050 Biscayne MUSE, 10/09/04 Existing PM Peak Condition 09:55:04 SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 1 _ . Degree of Saturation (vie) 0.56 Vehicle Delay 5.4 Level of Service A sq 11 1 Phase 1 1 Phase 2 + + + /1\ <+ + +> 1 1 North <+ + +> 1 + + + G/C=0.617 1 G/C=0.113 G= 94.0" 1 G= 13.0" Y+Rr 4.0" 1 Y+R= 4.0" OFF= 0.0% 1 OFF=85.2% C=115 sec G=107.0 sec = 93.0% Y= 8.0 sec = 7.0% Ped= 0.0 sec = 0.0% I Lane (Width/1 g/C 1 Service Betel Adj l 1 HCM 1 L 1 Queue € 1 Group 1 Lanesl Reqd Used 1 4C (vph) @E [Volume! v/c 1 Delay 1 S (Model 11 N Approach 3_8 A IRT+TH 1 LT 1 24/2 10.463 10.817 1 2892 1 2892 11440 10.498 1 3.8 1 A 1 383 ftl 1 12/1 10.245 10.817 1 120 I 144 1 9 €0.062 1 2.2 1 A 1 3 rti S Approach 5.0 A IRT+TH 124/2 10.551 10.817 1 2889 12889 11837 10.636 I 5.1 I A 1609 ftl 1 LT 1 12/1 10.266 10.817 1 218 I 247 1 21 10.085 I 2.2 1 A I 7 ft1 E Approach 47.6 0 IRT+TH+LT1 10/1 10.234 10.113 I 1 1 136 I 45 10.278 € 47.6 I D I 64 £t€ W Approach 46_4 8 1RT+TH+LTI 12/1 10.227 10.113 I 1 I 161 I 28 10.149 I 46.4 1 D 1 39 ft1 3050 Biscayne MUSP Proposed PM Peak Condition 10/09/04 09:57;18 SIGNAL2000/TEAPAC[Ver 1.01.001 - Capacity Analysis Summary Intersection Averages for Int N 1 - . Degree of Saturation (v/c) 0.56 Vehicle 'Delay 5.5 Level of Service A Sq 11 I Phase 1 1 Phase 2 /1\ North 1 + + + G/C=0.817 1 G/C=0.113 G= 94.0" 1 G- 13.0" Y+R= 4.0" 1 Y+R= 4.0" OFF= 0.0% 1 OFF=85.2% C=115 sec G=107.0 sec = 93_0% Y= 8.0 sec = 7.0% Ped= 0.0 sec = 0.0% 1 Lane 1Width/1 g/C 1 service Patel Adj 1 1 HCM 1 L 1 Queue 1 1 Group 1 Lanesl Reqd Used 1 8C (vph) 8E lvolumel v/c 1 Delay 1 S 'Model 11 N Approach 112T+TH 1 24/2 10.464 10.817 1 2892 1 2892 1 1443 10.499 1 3.9 1 A 1 384 ftl 1 LT 1 12/1 10.248 10.817 1 119 1 143 1 10 10.069 1 2,2 1 A 1 4 ftl 3.8 A S Approach 5.1 A IRT+TH 1 24/2 10.552 10.817 1 2889 1 2889 1 1843 10.638 1 5.1 1 A 1 613 ftl 1 LT 1 12/1 10.267 10.817 1 217 1 246 1 21 10.085 1 2.2 1 A 1 7 ftl E Approach 47.9 D IRT+TH+LTI 10/1 10.235 10.113 1 1 1 137 1 49 10.301 1 47.9 1 D 1 70 ftl W Approach 46.4 0 1142+TH+LT1 12/1 10.226 10.113 1 1 1 161 1 29 10.154 1 46.4 1 D 1 40 ftl • • 3050 Biscayne MUSE, Existing PM Peak Condition SIGNAL2000/TEAPAC(Ver 1.01.00j - Capacity Analysis Summary 10/09/04 10;38;07 Intersection Averages for Int # 2 - US 1 & NE 29 St Degree of Saturation (v/c) 0.59 Vehicle Delay 7.7 Level of Service A Sq 11 1 Phase 1 1 Phase 2 irk/#t /11 1 North 1 +> G/C=0.791 0/0==0.122 G= 91.0" G= 14.0" Y+R= 5.0" Y+R= 5.0" OFF= 0.0% OFF=83.5% C=115 sec G=105.0 sec = 91.3% Y=10.0 sec = 8.74 Ped= 0.0 sec = 0.0% 1 Lane 1Width/I g/C I Service Rate! Ad) 1 1 RCM 1 L 1 Queue 1 I Group I Lanes) Reqd Used I @C (vphy @E 'Volume' v/c I Delay 1 S !Model 11 X Approach 5.5 A IRT+TH 1 24/2 10.503 10.791 1 2791 1 2791 1 1622 )0.581 1 5.5 1 A 1529 Pt1 1 LT 112/1 10.270 10.791 1 128 1 155 1 16 10.103 1 3.0 1 A I 7 ftl S Approach 6.0 A 1RT+T8 1 24/2 10.530 10.791 1 2793 1 2793 1 1741 10.623 1 5.01 A 1 609 - ftl 1 LT 1 12/1 10.320 10.791 1 155 1 184 1 33 10.179 1 3.4 1 A 1 14 ftl E Approach 48.8 0 1RT+TH+LT1 12/1 10.246 10.122 1 1 1 177 1 96 10.473 1 48.8 1 0 1 138 ftl W Approach 47,5 1RT+T8+LT1 12/1 10.239 10.122 1 1 1 167 1 69 10.358 1 47.5 1 D 1 97 ftl 3050 Biscayne MtJSP 10/09/04 Proposed PM Peak Condition 10:40:00 SIGNAL2000/TEAPAC(Ver 1_01.00J - Capacity Analysis Summery Intersection Averages for Int S 2 - US 1 6 NE 29 St Degree of Saturation (v/c) 0.59 Vehicle Delay 7.7 Level of Service A Sq 11 I Phase 1 I Phase 2 /I1 North <+++> + + + + + + G/C"0.791 1 G/C=0.122 G= 91,0" 1 G= 14.0" Y+R= 5.0" 1 Y+Ra 5.0" a'F= 0.0% 1 0FF=83.5% C=115 sea G=105.0 sec 91.3% Y.10.0 sec = 8.7% Ped= 0.0 sec 0.0% 1 Lane IWidth/I g/C 1 service Rate! Adj 1 1 BCM I L I Queue I 1 Group 1 Lanea1 Regd Used 1 6C (vph) eE !Volume-1 v/c 1 Delay 1 s Model 11 H Approach 5.5 A IRT+T9 f 24/2 10.504 10.791 1 2791 1 2791 1 1626 10.583 1 5.5 1 A 1 531 ft1 1 LT 1 12/1 10.270 10.791 1 126 1 153 1 16 10.104 1 3.0 1 A 1 7 ftl 8 Approach 6.0 A 1RT+'T'3 1 24/2 10.531 10.791 1 2793 1 2793 1 1749 10.626 1 6.0 1 A 1 615 ftl 1 LT 1 12/1 10.321 10.791 1 154 1 183 1 33 10.180 1 3.4 1 A 1 15 ftl E Approach IRT+Ta+LTI 12/1 10.246 10.122 I 48.8 0 1 1 177 1 96 i0.473 1 48.8 i 0 1 138 ftl W Approach 47.5 €] IRT+TH+LTI 12/1 10.239 10.122 1 1 1 167 1 69 10.358 I 47.5 1 T3 I 97 fti • • • 3050 Biscayne MUSE 10/09/04 Existing PM Peak Condition 10:44:07 SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int 4 3 - US 1 & NE 33 St Degree of Saturation (v/c) 0.53 Vehicle 0elay 6.1 Level of Service A sq 11 1 Phase 1 I Phase 2 *+/*a + + + + + + ++++ <+ + +> f++++ V ^ ++++ ^ +++4 v <+ + +> ++++> + + + ++++ + + + v 0/C=0.817 10/0=0.113 G= 94.0" 1 0= 13.0" Y+R= 4.0" I Y+R= 4.0 OFF= 0.0% I OFFS=85.2% C=115 sec G=107.0 sec 93.0% Y. 8.0 sec = 7.0% Ped= 0,0 sec = 0.0% 1 bane 1Width/1 g/C 1 Service Rate{ Adj 1 1 HCM ( L 1 Queue 1 1 Group 1 Lanes! Reqd Used 1 8C (vph) 8E !Volume! v/c 1 Delay 1 9 'Model 11 N Approach 3.6 A 1RT+TH 1 24/2 10.446 10.817 1 2889 12889 1 1354 10.469 1 3.7 1 A 1 347 ftl 1 LT 1 12/1 10.324 10.817 1 142 1 169 1 29 10.172 1 2.7 1 A 1 12 ftl 8 Approach 4.7 A 1RT+111 1 24/2 10.528 10.817 1 2885 1 2885 1 1733 10.601 1 4.7 1 A 1 538 ftl 1 LT 1 12/1 10.288 10.817 1 244 1 274 1 36 10.131 1 2.4 1 A 1 13 ft! E Approach 49.2 D IHT+TH+LTI 12/2 10.241 10.113 1 1 1 137 1 68 10.417 1 49.2 1 ❑ 1 98 ftl W Approach 48.8 0 IRT+TH+LTI 12/1 10.240 10.113 1 ---------------- 1 1 150 1 69 10.392 1 48.8 1 0 1 99 ftl 3050 Biscayne MLJSP 10/09/04 Proposed PM Peak Condition 10;45:54 SIGNAL2000/TEAPAC[Ver 1.01.00) - Capacity Analysis Summary Intersection Averages for Int * 3 - US 1 & NE 33 St Degree of Saturation (v/c) 0.53 Vehicle Delay 6.1 Level of Service A Sq 11 1 Phase 1 1 Phase 2 **/** /11 North <+ + +> 1 <++++ v 1 ++++ 1++++ v C+ + +>1++++> + + + f++++ + + + 1 v G/c=0.817 1 G/C=0.113 G- 94.0" 1 G= 13.0" Y+P„ 4.0" 1 Y+R= 4.0" OFF= 0.0% 1 OPT=85.2% C=115 sec G=107.0 sec = 93.0% Y= 8.0 sec = 7.0% Ped= 0.0 sec = 0.0% 1 Lane 1Width/1 g/C 1 Service Ratel Adj 1 • 1 HCM 1 L 1 Queue 1 1 Group 1 Lanes! Reqd Used 1 @C (vph) GE !volume! v/c 1 Delay 1 S !Model 11 N Approach 3.7 A 1RT+TH 1 24/2 10.448 10,817 1 2889 1 2889 j 1365 10.472 f 3.7 1 A 1 352 ftl 1 LT 1 12/1 €0.325 10.817 1 140 1 167 1 29 10.174 1 2.7 1 A 1 12 ftl 8 Approach 4.7 A IRT+TH 1 24/2 10.530 10.817 1 2885 1 2885 1 1741 10.603 1 4.7 1 A 1 544 ftl 1 LT 1 12/1 10.290 10.817 1 241 1 271 1 36 10.133 1 2.4 1 A 1 13 ft1 E Approach 49.2 D IRT+TH+LTI 12/1 10.241 10.113 1 1 1 137 1 68 10.417 1 49.2 1 D 1 98 ftj W Approach 48.8 D IRT+TH+LTI 12/1 10.240 10.113 1 1 1 150 1 69 10.392 1 48.8 1 D I 99 ft1 • • 3050 Biscayne MUSE, 10/09/04 Existing PM Perak Condition 10:53;47 SIGNAL2000/TEAPAC[Ver 1.01.00] s Capacity Analysis Summary Intersection Averages for Int 0 4 - US 1 6 NE 36 St Degree of Saturation (v/c) 1.12 Vehicle Delay 174.5 Level of Service F Sq 47 1 Phase 1 1 Phase 2 k Phase 3 I Phase 4 /10 North + + <+ • + v ++++ + v + + ▪ +> + + + + G/C=0.156 1 G/C=0.325 1 G/C 0,231 1 0/~ .175 G. 25.0' 1 G= 52.0" 1 G= 37.0" 1 G. 28.0" Y+R= 3.0" 1 Y+R= 5.0" I Y+R= 5.0" k Y+R= 5.0" OFF. 0.0% 1 0FF=17.5% I OFF=53.1% I OFF=79.4h C=160 sec 0=142.0 sec = 88.8% Y=18.0 sec = 11.3% Ped- 0.0 sec = 0.0% 1 Lane IWidth/1 g/C ( Service Rate1 Adj I I HCM 1 L 1 Queue 1 1 Group I Lanes] Reqd Used 1 SC (vph) @E 1Volumel vie I Delay 1 8 (Model 11 N Approach 116.7 F --------------- IRT+TA 124/2 10.455 10.325 I 1 1 1131 1 989 10.872 1 60.2 I E+11082 ftl 1 LT 1 12/1 10.420 €0.156 I 1 I 221 I 384 11.386 1 262.2 1 F €1195 ft1 3 Approach 103.9 F IRT+T8 1 24/2 10.490 10.325 1 1 1 1119 1 1223 11.090 1 108.9 I F 11695 ft1 I LT 1 12/1 10.383 10.156 I 1 I 221 1 206 10.744 I 74.8 1 E 1412 ftl E Approach 308.8 F ------------ IRT+TR 112/1 10.518 10.231 1 1 1 347 I 674 11.719 1 395.9 1 F 12379 ftl I LT 24/2 10.364 10.231 I 1 I 744 1 228 10.287 1 51.6 1 0 1201 ftl 8 Approach 248.0 F I RT 1 12/1 10.366 10.363^I Yy� 89 1 555 I 102 10.178 1 35,4 I D+I148 ft1 1 TA 1 12/1 10.451 10.175 1 1 I 271 1 522 11.601 1350.5 I F 11777 ftl I LT 112/1 10.381 10.175 1 1 1 240 I 177 10.571 I 67.9 1 E 1330 ftl 3050 Biscayne MQSP 10/09/04 Proposed PM Peak Condition 10:56:04 S'IGNAL2000/TEAP,AC(Ver 1.01.001 - Capacity Analysis Summary Intersection Averages for Int 41 4 - US 1 & NE 36 St Degree of Saturation (v/c) 1.13 Vehicle Delay 174.9 Level of Service F Sq 47 1 Phase 1 **/rx /I\ North 1 + + +> ++++ + v + Phase 2 I 8haae 3 Phase 4 + + + + C+ + v + +> + + + + G/C=0.156 1 0/C=0.325 [ 0/0=0.231 1 G/C=0.175 0= 25.0" 1 G= 52.0" 1 G= 37.0" 1 G= 28.0" Y+R= 3.0" 4 Y+R= 5.0" 1 Y+R= 5.0" 4 Y+R= 5.0" OFF= 0.0% I OFF=17.5% 1 OF1=53.1% 1 OFF=79.4% C=160 sec G=142.0 sec = 88.8% Y=18.0 sec = 11.3% Ped= 0.0 sec = 0_0% 1 Lane 1Width/I g/C 4 Service Ratel Adj 1 I& 1 L 1 Queue I 1 Group 1 Lanes! Reqd Used 1 @C (vph) eE 4Voiumel we4 Delay 1 9 !Model 11 N Approach 116.8 F IRT+T8 1 24/2 10.456 10.325 1 1 1 1131 1 996 10.878 1 60.7 4 E+11097 ft4 1 LT 1 12/1 10.420 10.156 1 1 1 221 1 384 11.386 1 262.2 1 F 11195 ftl s Approach 106.2 F 1RT+T44 1 24/2 10.491 10.325 1 1 1 1119 1 1231 11.097 4 111.5 1 F 11718 ftl 1 LT 1 12/1 10.381 10.156 1 1 1 221 1 206 10.744 4 74.8 1 E 1 412 ftl E Approach 308.3 F IRT+TR 1 12/1 10.518 10.231 1 1 1 347 1 674 11.719 1 395.9 4 F 12379 ftl 1 LT 1 24/2 10.364 10.231 1 1 1 744 1 230 10.290 1 51.6 1 0 1 203 ftl W Approach 248.0 F 1 RT 1 12/1 10.366 10.363 1 89 1 555 1 102 10.178 1 35.4 1 D+1 148 ftl 1 TR 1 12/1 10.451 10.175 1 1 1 271 1 522 11.601 1 350.5 1 F 11777 ftl 1 LT 1 12/1 10.381 10.175 1 1 1 240 1 177 10.571 1 67.9 4 E 1 330 ft/ • • • 3050 Biscayne NUSP 10/09/04 Existing PM Peak Condition 11:05:07 SIGNAi.200O/TEAPAC[Ver 1.01.00) - Capacity Analysis Summary Intersection Averages for Int # 5 - NE 2 Ave & NE 29 St Degree of Saturation (v/c) 0.68 vehicle Delay 47.5 Level of Service D Sq 17 1 Phase 1€ Phase 2 1 Phase 3 ar/++ /I\ 1 North 1 <++ G/C=0.395 1 0/C=0.219 I G/C=0.246 G= 45.0" 1 G= 25.0" 1 8= 28,0" Y+R= 6.0" 1 Y+R= 5.0" I Y+R= 5.0" OF€= 0.0% 1 o y 44.7% I OFF=71.1% C=114 sec G= 98.0 sea = 86.0% Y=16.0 sec = 14.0% Ped= 0.0 sec = 0.0% 1 Lane IHidth/I g/C 1 Service Rate' Adj 1 1 RCM 1 L I Queue 1 1 Group I Lanes' Regd Used 1 BC (vph) @E 'Volume' v/c 1 Delay 1 3 IMadel 11 N Approach 24.4 C+ IRT+TB 1 LT 1 12/1 10.231 10.395 1 95 I 140 I 9 10.059 1 21.5 1 C+1 9 ftl 1 24/2 10.282 10.395 1 1080 1 1369 1 431 10.315 1 24.4 1 C+I 232 ft1 3 Approach 29.3 C IRT+Tfl 1 24/2 10.351 10.395 1 1091 1 1381 I 850 10.615 1 29.6 I C 1 517 ftl 1 LT 112/1 €0.334 10.395 I 235 1 333 I 170 10.505 1 27.3 I 0+1 195 ftl E Approach 75.1 E Y IRT+TES+LTI 10/1 10.326 10.219 1 12 1363 1 356 10.944 I 76.1 I E 1 592 ftl W Approach 89.5 F lRT+TH+LTI 12/1 10.355 10.246 I 115 1 428 1 443 11.014 1 89.5 1 I' 1 768 ftl 3050 Biscayne HUSP 10/09/04 Proposed PM Peak condition 11:07142 StGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int 4 5 - NE 2 Ave & NE 29 St Degree of Saturation (v/c) 0.69 Vehicle Delay 49.3 Level of Service D Sq 17 1 Phase 1 1 Phase 2 1 Phase 3 ++/t+ /I\ 1 North f+ + +> + + + 1 v G/C=0.395 1 G/C=0.219 I G/C=0.246 G= 45.0" 1 G= 25.0" 1 G= 28.0" Y+R= 6.0" I Y+R= 5.0" 1 Y#R= 5.0" OFF= 0.0% I OFF=44.7% 1 Oi•E=71.18 c=114 sec G= 98.0 sec = 86.0% Y=16,0 sec = 14.0% Bed= 0.0 sec = 0.0% 1 Lane Iwidth/1 g/C 1 Service Ratel Adj 1 I RCM 1 L I Queue 1 I Group I Lanes' Reqd Used 1 4C (vph) SE lvalumel v/c 1 Delay 1 3 IModel 11 N Approach 24.6 C+ 18T+T8 1 24/2 10.285 10.395 1 1078 1 1366 I 447 10.327 I 24.6 1 C+I 241 ftl 1 LT 1 12/1 10.231 10.395 1 93 I 137 1 9 10.060 1 21.6 1 C+I 9 ft1 S Approach 29.5 C (RT+TR 1 24/2 10.352 10.395 11091 11381 I 860 10.623 1 29.8 I C ) 526 ftl 1 LT 1 12/1 10.339 10.395 1 228 I 324 1 170 10.518 1 27.7 I C 1 197 ftl E Approach 76.1 E lRT+TR+LTI 10/1 10.326 10.219 1 12 1 363 1 356 10.944 1 76.1 1 E 1 582 ftl W Approach 97.8 F IRT+TH+LT1 12/1 10.360 10.246 I 115 1 428 1 456 11.043 1 97.8 1 F 1819 ft! • • 3050 Biscayne MuSP Existing PM Peak Condition 10/09/04 11:22:03 SIGNAL2000/TEAPAC[Ver 1.01,00] - Capacity Analysis Summary Intersection Averages for Xnt it 6 - NE. 36 St 6 NE 2 Ave/F'cd Hwy Degree of Saturation (v/c) 0.73 Vehicle Delay 101.1 Level of Service F Sq 18 1 Phase 1 1 Phase 2 1 phase 3 1 Phase 4 /1\ 1 1 North 1 G/C=0.275 1 G/C=0.156 1 G/c=0.369 1 G/C=0.063 1 ( G. 44.0" 1 G= 25.0" 1 G= 59.0" 1 G= 10.0" 1 I Y+R= 5.0" 1 Y+R-- 7.0" 1 Y+R= 7.0" 1 Y+R= 3.O" 1 J OFF= 0.0% 1 OE7=30.61 1 OFF=50.6% 1 OFF'91.9% 1 C=160 sec G=138.0 sec = 86.3% Y=22,O sec = 13.8% Ped= 0.0 sec = 0.0% 1 Lane 110.dth/1 g/C 1 Service Rate1 Adj 1 I RCM' I Z. 1 QueueI 1 Group I Lanes( Reqd Used 1 ec (vph) eE 1Velumet v/a 1 Delay 1 S (Model 11 70.2 8 8 Approach 1 RT 112/1 10.358 10.356 1 66 1 543 1 73 10.129 1 35.2 1 D+1 108 ft1 470 1 3+ 1 LT 1 12/1 10.517 10.275 1 1 1 31 1 50 11.064 1 208.5 1 F1 150 ftl S Approach 1 RT 1 12/1 10.484 10.463 1 427 1 732 1 493 10.673 1 38.5 1 17+1 753 ft1 642 11.254 1 167.6 ftl 1 LT 1 12/1 10.340 10.275 1 1 1 126 1 2 10.013 1 42.2 11 A 185 +l3 ft1 122.7 F 18.2 B E Approach 1TR+LT1 24/2 10.40610.569 1 1713 1 19421 633 10.329 1 18.4 1 1 358 ftl 164.7 F W Approach 1RT+T8 1 24/2 10.39010.475 1 1188 1 1653 ( 503 10.304 1 25.9 1 0=1 325 ftl 1 LT 1 12/1 10.389 10.063 1 1 I 38 1 208 11.874 t 500.4 1 F 1 842 ftl 3050 Biscayne MUSP Proposed PM Peak Condition 11;24:33 10/09/04 SIGNAL2000/T'EAPAC[Ver 1.01.00) -- Capacity Analysis Summary Intersection Averages for Int # 6 - NE 36 St 6 NE 2 Ave/Eed Hwy Degree of Saturation (v/c) 0.73 Vehicle Delay 102.8 Level of Service F 3q 18 I Phase 1 1 Phase 2 I Phase 3 1 Phase 4 +k/tt /1\ 1<+ + +> 1 1 1 1 North I <+ + +> 1 3 + + + + + + f 1 + ++++1 ++++3 + ✓ • 1 1++++ +>1++++7 I++++a + 1++++ 1++++ + 1 v 1 v I G/C=0.275 1 G/C=0.156 1 G/C=0.369 1 G/C=0.063 1 G= 44.0" 3 G= 25.0" 1 G= 59.0" 1 G= 10.0" I Y+R= 5.0" 1 Y+R= 7.0" 1 Y+R= 7.0" 1 y+R= 3.0" I OFF= 0.0% 1 OFF30.68 I OE'6'=50.5% 1 QlrF=91.9% C=160 sec G=138.0 sec = 86.3% Y=22.0 sec = 13.8% Ped= 0.0 sec = 0.04 1 Lane 1Width/I g/C I Service Ratel Adj 1 1 HCM I L I Queue 1 I Group 1 Lanes' Reqd used I €C (vph) @E Ivolumel v/c 1 Delay I S !Model 11 N Approach 71.4 E RT 1 12/1 10.358 10.356 1 66 1 543 3 73 10.129 I 35.2 I D+1 108 ftl 1 TH 112/1 10.414 10.275 1 1 1 470 I 328 10.641 1 57.1 1 E+I 564 ftl I LT 1 12/1 10.523 10.275 I 1 I 31 1 51 11.085 1215.2 I F 1 155 ftl proach 126.8�F v _ I RT 1 12/1 10.484 10.463 1 4271 732 1 493 10.673 I 38.5 3 0+1 753 Et" 1 TH 1 12/1 10.500 10.275 1 1 I 470 3 650 11.270 1194.1 1 F' 11906 ft; 1 LT 112/1 10.340 10.275 1 1 I 123 I 2 10.013 1 42.2 1 0+1 3 ftl E Approach 18.2 8 I RT 1 10/1 30.351 10.569 3 670 1 840 1 41 10.049 1 15.4 18 1 43 ftl 1 T8+LTI 24/2 10.406 10.569 11713 1 1942 3 638 10.329 1 18.4 1 8 1358 ftl W Approach._____.----___ ___ ��__ __�_ 16447Y F ___ IRT+TH 3 24/2 10.390 10.475 I ilea 1 1653 1 503 10.304 1 25.9 I C+3 325 ft1 1 LT 1 12/1 10.389 10.063 1 1 1 38 1 208 11.874 1 500.4 3 F 1 842 ftl • • • • Existing PM HCM Unsignalized Intersection Capacity Analysis 3: int Biscayne aDriveway Movement EBL- EBT EBR . WBL. WBT WBR Nei NBT.:NBR SBL .: SBT SBR Lane Configurations 4. 4. 1 4+ I +A StopSStop Free Free Grade Control Yade 0% 0% 0% Volume.(vett/h) 48 1 14 15 0 0 64 1480 4 35 1211 10 Peak Hour Factor Hourly Row rate (vetat) 0.92 0.9211 0.15 0.9216 0.920 0.92 0.92 1609 0 4.94 0.38 3166 0.91 Pedestrians Lane Width (ft) Walking Speed (Ws) Percent Blockage Right turn lure (veh) Median type None None Median storage veh) 1613 vC. conflicting volume 2341 3150 664 2500 3153 807 1327 vC1, stage 1 calif vol vC2, stage 2 conf vol 4, i te, single (s) 7.5 8.5 6.9 7.5 6.5 6.9 4.1 1C. 2 stage (s) tF (s) 3,5 4,0 3.3 3.5 4.0 3.3 2.2 2-912 p0 queue free % 0 87 96 0 100 100 B7 49 art capacity (vehlti) 16 8 403 11 8 325 516 Ditectioi . Lane #. I✓B.1 Wilt 1. NB 1 NB:2 N6 3 SBl .. SB 2 SB 3 Volume Total 68 16 70 1072 541 38 878 450 Volume Left 52 16 70 0 0 38 0 0 Volume Right 15 0 0 0 4 0 0 11 cSH 20 11 516 1700 1700 400 1700 1700 Volume to Capacity 3.41 1.55 0.13 0.63 0.32 0.09 0.52 0.26 Queue Length (6) Err 71 12 0 0 8 0 0 Control belay (s) Err 971.E 13.1 0.0 0.0 14.9 0.0 0.0 Lane LOS F F 6 B Approach Delay (s) Err 971.6 0.5 0,4 Approach LOS F F intersection. Summary Average Delay 224.1 Intersection Capacity Utilization 65.6% ICU Level of Service itoridtvl7-AA51 Synchro 5 Report Page 1 Proposed PM HCM Unsignalized Intersection Capacity Analysis Biscayne a Driveway 3:1gg - --I► `i f 4- 4 `\ f ' 4. 4/ Mtrveinent EBL E BT' ::EBR - WBL WM' V4 BR ttitB NBT NBR. S81 SBT :SDR Lane Configurations 4. 4 1 fit. I t% Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh*h) 53 1 20 15 0 0 64 1481 12 35 1211 19 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vetVh) 58 1 22 16 0 0 70 1610 13 38 1318 21 Pedestrians Lane Width (ft) Walking Speed (Ws) Percent Blockage Right tum flare (veh) Median type None None Median storage vett) vC, conflicting volume 2347 3165 688 2512 3168 811 1337 1623 vC1. stage 1 conf vet vC2, stage 2 conf.vet tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 IC. 2 stage (s) IF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue tree % 0 87 95 0 100 100 86 90 cM capacity (veal) 16 8 400 10 8 322 512 397 Direction, Lane # EB:1. wet N6 1 NO 2 NB 3 SB.1 Sa 2:: SB 3: Volume Total 80 16 70 1073 550 38 878 459 Volume Lett 58 16 70 0 0 38 0 0 Volume Right 22 0 0 0 13 0 0 21 eSH 21 10 512 1700 1700 397 1700 1700 Volume to Capacity 3.81 1.61 0.14 0.63 0_32 0.10 0.52 0.27 Queue Length (ft) Err 72 12 0 0 8 0 0 Control Delay (s) Err 1026.5 13.1 0.0 0.0 15.0 0.0 0.0 Lane LOS F F B C Approach Delay (s) Err 1026.5 0.5 0.4 Approach LOS F F Intersection Summary. Average Delay 259.9 Intersection Capacity Utilization 69.5% ICU Level of Service Synchro 5 Report Page 1 f oridlvt7-AAST • •