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2g.� (1) DRAFT REPORT *V Prepared by: C:1MFj Kimley-Horn M and Associates, Ini Kimley-Horn and Associates, Inc. Fort Lauderdale, Florida 02010 Kimley-Horn and Associates, Inc. April 2010 040818022 Kimley -Horn and Associates. Inc. Neighborhood Traffic Calming Study INTRODUCTION...................................................................................................................... ..............................1 DATACOLLECTION ............................................................................................................... ..............................3 TrafficCounts ... ............ :,...., ,.,. ,,............... ..,,.. ..... ,.. ..... :: :..........3 FieldObservations ............... .......... ................ ......... ........ ....... .....: ......,,........,,...,..,.,....... .................,.......,....3 Meetingwith Residents...... ... — .... -- ........ ,..,..,..........,. .........................,...,... : - ... ............. .,,.,....,,,................9 DATAANALYSIS.. .............. .......... . .........I., . ............................ ...................I........... .. .............................10 TrafficVolumes .............. .................... — ......... ......... .... .,...... ........ ..........,, ........,...................;10 Hourly Distribution of Traffic Volume.. ... ..... ,.:: :,.......... .... .......... ,........... ,.13 SpeedData......,.,,...,, ....... ... .:... ... --- ... ........ --- ..... .., ..... ......... ......... ...,.............. ,,,, ....... ..:.:.::..:.,,...,..,.......17 RoadwayCapacity Analysis............. .... ............... .......... ................................ ............................... 21 Data Analysis Conclusions... .... -- ......... ................ .. ...... :,. ....... .....,.......,...........,...21 TRAFFICIMPROVEMENT PLAN........ ................................ ............................... ......... ......... ...............23 Potential Traffic Calming Treatments...... ..... :.,. :................................................ .............................23 Proposed Traffic Management Plan .................. ..............................: ....... ..............,.,,...........25 InitialImprovements......, - .................... ...................... ......... ... ......... .:............,.,30 Planning Level Cost Estimate ................................................. ..........................:..30 CONCLUSIONS AND RECOMMENDATIONS ......... ......... ......... ........................... ............................... 31 U(20TW Appendix A: Traffic, Speed Data, and FDOT Peak Season Category Factor Deport Appendix B: 24 -Hour Volume Data Analysis ME= and Associates, Inc. Neighborhood Traffic Calming Study Figure1: .... — ... ........................................... ... ................. .2 Figure 2: Roadways ........ ............. _ ...... ._ ......... __ .... , ............ —.—.12 �Figure 3:A.M. Peak HUUT[@ffioFNwP8tterOS.'--.—...—_.`---~----~-----------~.15 Figure 4:PJN. Peak Hour Traffic Flow Patterns ..... ............ ............. ......~--~—.......... ............. ........ .10 Figure 5:85m Percentile Speeds ....... ...... —, ............. —.............. .......... ........ ....... ... .... ---- ........ 1D Figure 0:85m Percentile Speed Exceeds Posted Speed Limit bv5or More MPH .... ......... ......... —.......... ^2U Figure 7: Traffic Calming Improvement Plan Phase 1..~--...... ......... ....... ....... 28 Figure 8: Traffic Calming Improvement Plan Phase 2. ........ ............... ........... ...... ...... ' ... ... ........... ~ ..... 9 Table 1| Summary of Peak Season Traffic Volumes .......... ...... ............ ........ ...... ......... — ....... —... —.11 Table 2: Traffic Volume Comparison to Livability Thresholds.. ...... ......... ..................... ' ...... ..... ............... .j8 Table 3: Summary Of Speed MeaSUmmeOts.-- ........... ...... ~ ....... ^...... ..... ____ .......... --.— ... ..17 Table 4: Roadway Level of Service .... ................ ..................... ............ ......... ___ ...... .---'.....~._........ 1 ii Dm8Repod PP-1MFJ Kirnley-Horn and Associates, Inc. Neighborhood Traffic Calming Study Ilnt�� The City of South Miami retained Kimley-Horn and Associates, Inc. to assess traffic conditions within the ��_LW te_eaS_t SW 62nd Avenue to the West, SW 74th Street to the north, and SW 80th Street to the south, The objective of this study is to determine if M# 1,OWTOTMOMME lot M? vehicle speeds at suitable levels. This report presents input from the residents and the City of South Miami staff, field observations, traffic counts, vehicle speed measurements, an analysis of existing traffic conditions, and a conceptual improvement plan. Figure 1 presents a map of the study area. Local Street Typical Signage 1 Draft Report PF"WE" Kirnley-Horn bb.-ME and Associates, Inc. Neighborhood Traffic Calming Study Traffic data were collected to measure the existing traffic conditions at several locations within the study area. The traffic data collection included 24-hour traffic volume counts, speed counts, and field reviews of Traffic volume and speed data was collected during February 2010. The locations and type • data collected are listed below. The traffic count and speed data are included in Appendix A. 24-Hour Volume Counts: ® SW 62ndt Avenue between SW 76th Street and SW 781h Street (24-hour volume and speed) Field reviews were performed in conjunction with traffic data collection to assess overall traffic characteristics of the neighborhood. Field observations determined that some of the roadways within the neighborhood have several design characteristics that already manage traffic including relatively narrow travel lanes, lack of continuity, and stop-controlled intersections, A summary of field observations are listed M 3 Draft Report PP-0101 Kirnley-Horn &11.-ME and Associates, Inc. Neighborhood Traffic Calming Study Traffic Control Features and Roadway Characteristics: 19 Curb extensions are provided at SW 74th Street and SW 59th Avenue, ° narrowing occurs Vn8VV5gm Avenue south ofGVV74mStreet, " 8VV58t»Avenue is the only nodh/south roadway that has sidewalks throughout the study area from GVV74th Street to SW 80th Street. " 8VV 74th Street, SW 74th Terrace, 8VV78m Street, and 6VV81m Street have limited or discontinuous sidewalks. � Most local neighborhood streets lank street lighting. Some a||+wayytoo controlled intersections have limited street |ighhng. m Curb-and-gutter o[ sporadic throughout the study area, All four approaches etthe intersection of SW 59th Avenue and SW 78th Street have curb-and-gutter with sidewalk ramps, although sidewalks ramps and sidewalks are not present, � Street lighting io provided along 8VV74mStreet. = Notuming movement prohibitions were observed in the study area, � 8VV 76m Street, SW 591h Avenue, and SW 58th Avenue have minimum ornohorizontal visual breaks which facilitates speeding. = "Local traffic only" signage is prevalent on streets entering the neighborhood, � "No ihro trucks" niQnago was observed Dn8VV78mStreet. Wide Roadways with no Horizontal Breaks can Promote High Speed Travel (SW 761h Street) � 4 DmftRepoft .� CNMFI Kimley-Horn SM and Associates, Inc. Neighborhood Traffic Calming Study Streets with Straight Unobstructed Sightlines Facilitate Speeding I • i� Curb Extensions Shorten the Crossing Distance for Pedestrians and Reduce Pavement Width (SW 741h Street at SW 591h Avenue) 5 Draft Report rnlay -turn bb- am and Associates, Inc. Neighborhood Traffic Calming Study "Local Traffic Only" Signage (SW 58th Avenue) Most Local Roads Lack Continuous Sidewalks (SW 771h Terrace) . Draft Report Chob"- BE F I ""m andPs. I n c Neighborhood Traffic Calming Study Traffic Flow Observations: • SW 57th Avenue, SW 62th Avenue, and SW 80nd Street carry the heaviest traffic volumes. • A basketball hoop is set up at the intersection of SW 78th Street and SW 59th Court, indicative of low traffic volumes. • Several vehicles were observed travelling at what appeared to be speeds higher than the posted speed limit along SW 76th Street, • During the P.M. peak period, queues ranging from 4-6 vehicles were observed on SW 80th Street at SW 59th Avenue, • Traffic congestion was not observed on the local roadways. • Several vehicles were observed entering the McDonald's exit-only driveway on SW 61 It Avenue, 7 Draft Report Kimtey -Horn Im and Associates, Inc. Neighborhood Trade Calming Study Westbound Queues on SW 80th Street Approaching SW 59th Avenue 8 Draft Report C: 11 MW F I 'm and= s, Inc. Neighborhood Traffic Calming Study Obstructed "Do Not Enter" Sign at SW 61st Avenue and Mcit 's Exit-Only Driveway I Meeting with Residents A kick-off meeting was organized by the City of South Miami staff to obtain input from the residents on the traffic related issues in the neighborhood. Potential traffic issues mentioned by the residents include: • A sidewalk should be provided along SW 59th Avenue from SW 74th Street south to SW 76th Street. The sidewalk should continue along SW 76th Street from SW 591h Avenue west to SW 61 It Avenue. • Sidewalks would be good along SW 59th Avenue from SW 76111 Street north of SW 74th Street • Traffic on the McDonald's driveway at SW 76th Street. • Sight distance is an issue at the intersection of SW 781[h Street and SW 62nd Avenue, • Speeding is a problem on SW 761h Street, SW 78th Street, and SW 591h Court. • 30-mph speed limit on local streets is too high, Consider lowering the speed limit. liplillillig�11111111illill ill lim, 9 Draft Report PP'2111" Kirnley-Horn bb.- IMMI and Associates, Inc, Neighborhood Traffic Calming Study The objective of the data analysis is to identify the need and locations for traffic calming improvements within the study area. These improvements are determined by (i) assessing the existing traffic conditions in the study area, (H) to determining if livability thresholds for residential neighborhood streets are being exceeded, (iii) evaluating the traffic data to identify potential cut-through patterns, and (iv) determining the level of service for roadways within the study area. Traffic Volumes A summary of the daily traffic volumes on area streets is presented in Table 1 . Appendix A includes the 24- hour traffic volume counts. Please note that the traffic volumes presented in Table I have been adjusted to represent peak season traffic conditions using the appropriate peak season factor category (PSFq obtained from the Florida Department of Transportation (see Appendix A), 10 Draft Report E:IMFI Kimley-Horn Im and Associates, Inc. Neighborhood Traffic Calming Study Table 1: Summary of Peak Season Traffic Volumes Daily A.M. Peak A.M. Peak P.M. Peak P.M. Peak Roadway Traffic Hour Volume Hour Volume Volume SW 62nd Avenue between SW 761h Street and 4,515 8:45 - 9:45 345 2:45 - 3:45 403 SW 78th Street SW 61 11 Avenue south of McDonald's 1,376 8:45 - 9:45 125 6:00 — 7:00 121 Driveway SW 5911 Avenue between SW 7411 Street and 1,875 8:45 - 9:45 177 4:45 — 5:45 173 SW 761h Street SW 581h Court between SW 781h Street and 100 8:15 -9:15 14 5:00 — 6:00 15 SIN 80th Street SW 581h Avenue between SW 76th Street and 1,282 7:15 - 8:15 104 2:30 — 3:30 126 SW 77th Terrace SW 57th Court between SW 78th Street and 107 11:30 -12:30 12 12:15 —1:15 16 SW 80th Street SW 57th Avenue between SW 76th Street and 17,779 8:15 - 9:15 1,359 4:30 —5:30 1,382 SW 77th Terrace SW 74th Street between SW 591h Avenue and 3,762 8:30 - 9:30 247 4:15 —5:15 366 SW 581h Avenue SIN 76th Street between SW 60th Avenue and 1,550 8:45 - 9:45 161 5:30 — 6:30 122 SW 59th Court SW 761h Street between SW 59th Avenue and 561 8:00 - 9:00 56 5:30 — 6:30 57 SW 581h Avenue SW 771h Terrace between SW 59th Avenue 376 9:45 - 10:45 33 5:00 — 6:00 46 and SW 58th Avenue SW 78th Street between SW 61 It Avenue and 554 8:15 - 9:15 44 3:45 — 4:45 60 SW 60th Avenue SW 79th Street between SW 62nd Avenue and 228 7:00 - 8:00 32 5:30 — 6:30 23 SW 591h Avenue SW 80th Street between SW 62nd Avenue and 10,282 7:30 - 8:30 856 2:45 — 3:45 1,007 SW 591h Avenue residential streets is compromised, For residential local streets, traffic volumes should not exceed 1 $0 Cay exceed 3�000 vehicles per day or 300 vehicles in the peak hour, Table 2 summarizes the daily and peak hour traffic volumes and compares these volumes to the livability thresholds. Figure 2 provides a graphic representation of roadways that exceed livability thresholds. 11 Draft Report Khley -Horn Inc. Calming Study ME and Assocta es, Neighborhood Traffic Table 2; Traffic Volume Comparison to Livability Thresholds Peak Peak H r Exceeds Roadwa :ClassificaZion Season Exceeds Livability T�vn °Way Livability Roadway Dail Threshold? {'a Tra #io Thy shoid !Volume Volume c7t SW 62 °d Avenue Collector 4,515 Yes 403 Yes SW 61s'Avenue Local 1,376 No 125 No SW 59th Avenue Local 1,875 Yes 177 Yes SW 581h Court Local 100 No 15 No SW 581h Avenue Local 1,282 No 126 No SW 57th Court Local 107 No 16 No SW 57th Avenue Minor Arterial 17,779 N/A 1,382 N/A SW 741h Street Local 3,762 Yes 366 Yes SW 76th Street between SW 59th Local 1,550 Yes 161 Yes Avenue and SW 58th Avenue SW 76th Street between SW 59th Local 561 No 57 No Avenue and SW 58th Avenue SW 77th Terrace Local 376 No 46 No SW 78th Street Local 554 No 60 No SW 79th Street Local 228 No 32 No SW 80th Street Collector 10,282 N/A 1,007 N/A Notes; (1) Daily and peak hour volume thresholds are established in the Miami -Dade Neighborhood Traffic Management Program. Based exclusively on the criteria specified in the Miami -Dade Neighborhood Traffic Management Program, traffic volumes on four (4) roadways exceed livability thresholds, including: • SIN 62nd Avenue • SW 59th Avenue • SW 74" Street • SW 761h Street 13 Draft Report WhIsy-Horn and Associates, Inc, Neighborhood Traffic Calming Study * 7:00AN.-9:00A.M, peak period) * !1' — 6:00 P.Mi (P,M, peak period) Figures 3 and 4 were prepared to represent traffic flow patterns during the two time periods identified above. Based on these figures, the following observations were made: P.M. Peak Period (4:00 RK — 6:00 P.M.) In general, cut-through patterns were not identified during the P.M. peak period through the residential neighborhood. - A portion • southbound vehicles on SW 62nd Avenue utilize eastbound sw 8othstreeti SW 80th Street and SW 62nd Avenue are half-section line roads that function as collector roadways, channelizing traffic to and from US 1. Traffic flows toward US I on SW 80th Street, SW 62nd Avenue, and SW 57th Avenue in the A.M. peak period and away from US I in the P.M. peak period. The A.M. peak period travel patterns most likely represents commuters leaving residential areas and P.M. peak period travel patterns represent traffic returning home to residential areas. 14 Draft Report PP'=Fj Kirnley-Horn br.- am and Associaies. Inc, Neighborhood Traffic Calming Study Speed Data The purpose of collecting speed measurements was to determine the magnitude of vehicle speeds within the neighborhood. Speed measurements were collected at 13 locations where the traffic volume data were The 85th percentile speed is often used as a measure of the upper limit of "reasonable" speeds for the prevailing conditions. The 85th percentile speed is the speed at which 85 percent of the vehicles are traveling below. The 851h percentile speed and average speed are summarized in Table 3. Figure 5 graphically depicts the 85th percentile speed on study area roadways. Detailed data is contained in Appendix A. ismx�iWli& =P- il Averag 1 85th Location Speed Percentile (mph) Speed (mph) S SW 62nd Avenue between SW 76th Street and Street SW 61 st Avenue south of McDonald's Driveway SW 591h Avenue between SW 741h Street and SW'76th Street SW 58th Court between SW 781h Street an Street SW 58th Avenue between SW 76th Street a Terrace SW 57th Court between SW 781h Street and SW 80th 7 Street SW 74th Street between SW 591h Avenue and SW 58th Avenue 1h Street between SW 60th 9th SW 76 Avenue and SW 5 Court r 1h SW 76th Street betwee i SW 59th Avenue and SW 58 X29 Avenue SW 77th Terrace between SW 59th Avenue and SW 58th X28 Avenue SW 78th Street between SW r i venue and SW 60th Avenue SW 79th Street between SW 62nd Avenue and SW 59th Avenue SW 80th Street between �W 62nd Avenue and SW 59th Avenue 17 Draft Report PPI"EMPI Kimley-Horn hh.- IMI and Associates, Inc. Neighborhood Traffic Calming Study The speed measurements demonstrate that the average speeds traveled by motorists on the residential local streets within the neighborhood are generally between 22 and 26 miles per hour (mph), which is most cases is lower than the posted speed limit of 25 mph, An evaluation of the 85th percentile speeds demonstrate that some motorists travel in excess of the posted speed limit. In general, the 85th percentile speeds of local residential streets exceed the existing posted speed limit by 5 mph to 7 mph, Posted speed limits were reduced from 30 mph to 25 mph along SW 59th Avenue, SW 58th Avenue, and SW 761h Street after a prior 2003 traffic calming study. The 85th percentile speeds on these three (3) roadways are nearly identical to 2003 speed data (prior to the reduced posted speed limit). Therefore, the reduced posted speed limit signs alone have not slowed traffic. Figure 6 presents roadways with 851h percentile speeds exceeding posted speed limits by 5 or more MPH. Most local roadways signed at 25 mph (SW 59th Avenue) 19 Draft Report PPINE" Kirnley-Horn abb-111111 and Associates, Inc. Neighborhood Traffic Calming Study Roadway Capacity Analysis Capacity analyses were performed to determine level of service on SIN 57th Avenue (a minor arterial roadway) and SW 80th Street (a collector roadway), Levels of service were determined for the arterial and collector roadways based on the maximum flow rates provided in FDOT's 2009 QualitylLevel of Service Handbook, which provides generalized level • service tables. The analyses relied to "Tables 4-1 and 4- f"Mw- I r eak-directic-pr volume thresholds, respectively4 Table 4 presents the results of the level of service (LOS) analysis for the arterial and collector roadways in the study area. Generally the acceptable level of service standard is LOS D. However, the City of South Miami has adopted a lower level of service, LOS F, which can allow not widening roadways in order to meet traffic demand. The negative impact of this can be that neighborhood traffic intrusion can occur as a result of motorists seeking to avoid traffic congestion. Results of the roadway level of service analysis for this study demonstrate that SW 57th Avenue currently operates at LOS F during both the A.M, and P.M. peak hours in the peak direction as well as on a daily basis. SW 801h Street operates at LOS D or better during the peak periods and on a daily basis, this indicates that SIN 80th Street has adequate capacity to carry the traffic volume measured. Data Analysis altons The analysis of traffic data for the South Miami neighborhood demonstrated that traffic volumes on several local streets exceed livability thresholds established in the Miami-Dade Neighborhood Traffic Management um A detailed analysis of 24-hour volume data did not identify apparent cut-through patterns on the neighborhood streets. Traffic patterns along collector roadways, SW 801h Street and SIN 62M Avenue, channelize traffic toward US 1. 21 Draft Report C1011" Kimley-Horn sm and Associates, Inc. Neighborhood Traffic Calming Study The vehicle speed data demonstrate that the average speeds traveled by motorists on the residential local streets within the neighborhood are generally between 22 and 26 miles per hour (mph), which is lower than the posted speed limit of 25 mph. The 85th percentile speed data demonstrate that some motorists are comfortable operating their vehicles approximately 5 to 7 mph above the posted speed limit on the residential local streets with the current roadway environment. SW 80th Street (collector roadway), SW 62nd Avenue (collector roadway), and SW 781h Street, and SW 761h Street 69th Avenue and SW 75th Streets, zz= The roadway capacity analysis indicates that Sw 67th Avenue within the study area operates at LOS F during the AM and RM� peak hours, as well as on a daily basis. SW 80th Street operates at least LOS D or better throughout the AN. and P.M. peak hours, and on a daily basis. 22 Draft Report P10,10111" Klmley-Horn ab�- 21111 and Associates, Inc. Neighborhood Traffic Calming Study Based on the analysis of traffic data, field observations, and concerns raised by the residents, an improvement plan was prepared to address traffic issues and deficiencies, Improvements considered for the neighborhood streets include various traffic calming improvements. A description of traffic calming strategies considered is presented below, followed by the traffic improvement plan recommendations. Potential Traffic Calming Treatments In response to traffic concerns identified through an analysis of traffic data, conceptual traffic calming options were examined for the neighborhood. The strategies focused on traffic calming measures influencing travel speeds through redesigning geometric elements of streets, to encourage slower traffic speeds, thereby reducing the timesaving benefit of cuffing through on the neighborhood streets, enhancing safety for pedestrians and bicyclists and quality of life, The selection of a traffic calming measure is dependent upon the type of issue being experienced at a specific location and requires location-by-locafion analysis. Effective traffic calming should also incorporate enhancements to the streetscape. This concept includes design and landscaping features that not only improve the aesthetics and livability of a neighborhood, but also increase the effectiveness of many of the traffic calming devices. Common measures used to implement traffic calming strategies include curb extensions, median chokers, neighborhood roundabouts, and neighborhood gateway features. These measures are discussed in more detail below. Curb Extensions Curb extensions and other intersection modifications are used to tighten the geometry of an intersection, thereby forcing motorists to drive more deliberate paths through the intersection and reducing vehicle speeds. Curb extensions also reduce crossing distance, thus benefiting pedestrians. Typical costs could vary between $2,000 and $20,000 based on design, drainage, and site conditions. Curb Extensions 23 Draft Report CIEWW" aKn!nd'=aS' Inc. Neighborhood Traffic Calming Study short interruptions to an otherwise unobstructed street cross-section, especially on relatively straight roadway alignments that do not have any horizontal sight line breaks. The typical cost of installing a median choker ranges from $5,000 to $ 000. Median Chokers/Center Island Narrowings Neighborhood Roundabouts Neighborhood roundabouts are raised circular islands constructed in the center of local residential street intersections. These devices reduce vehicle speeds by forcing motorists to maneuver around them and are sometimes used Instead of stop signs, Neighborhood roundabouts are commonly landscaped (i.e. trees, bushes, flowers, or grass) to enhance the aesthetics and visibility. Yield signs, hot stop signs, should be used with neighborhood roundabouts. Key considerations in determining the diameter of a circle are the _24--foot street� a 13-foot diameter circle is tv used (Institute Of Transportation Engineer's (ITE) Traffic Calming State of the Practice). Advanced warning signs are The occasional larger vehicle passing through an Intersection with a neighborhood traffic circle (e.g., a fire truck or moving van) can be accommodated by creating a mountable curb in the outer portion of the central island diameter. Studies show no significant impact on left or right turns for these vehicles; if Neighborhood Roundabout necessary, occasional left turns can be made across the front of the circle just as with standard intersections. The ITE has determined that traffic circles reduce the mid-block speed by approximately 10 percent. Through movements for emergency response vehicles are typically slowed by only approximately 5 to 8 seconds per roundabout. The typical E M1. Irame PF-IMPI Kimley-Horn and Associates, Inc. Neighborhood Traffic Calming Study cost of installing a 20-foot diameter traffic circle with 15-foot travel lane is $25,000 (Source: City of South Miami). neighborhood who may otherwise believe a local street is a through roadway. The cost of gateway entry features vary based on the design with typical costs between $1,000 and $40,000 per location. LO the traffic calming impact for the least cost. A phased approach is provided to assess the effectiveness of i traffic calming treatments implemented in Phase 1 before incurring the additional costs associated with the implementation of Phase 2. Phase I improvements are shown in Figure 7 and Phase 2 improvements are shown in Figure 8. The proposed plan includes the following improvements, Kimley -Horn and Associates. Inc. Neighborhood Traffic Calming Study ZMMMMM • SW 78th Street east of SW 60th Avenue (Phase 1) • SW 791h Street between SW 62nd Avenue and SW 59th Avenue (Phase 1) • SW 76th Street between SW 59th Avenue and SW 58th Avenue (Phase 2) • SW 77th Terrace between SW 59th Avenue and SW 58th Avenue (Phase 2) • SW 77th Terrace between SW 581h Avenue and SW 57th Avenue (Phase 2) SW 59th Avenue north of SW 791h Street (Phase 2) SW 59th Avenue between SW 77th Terrace and SW 76th Street (Phase 2) SW 581h Court north of SW 80th Street (Phase 2) SW 581h Avenue between SW 80th Street and SW 77th Terrace (Phase 2) SW 58th Avenue north of SW 77th Terrace (Phase 2) When median chokers are installed, driveway locations and driveway sight distances /sight triangles need to be evaluated in order to provide effective and safe traffic flow. 011 15 •e -M . -• Gateway Entry Features Gateway entry features are proposed at key entry points to the neighborhood to beautify the streetscape, provide a sense of place for the neighborhood, and discourage non - neighborhood traffic from entering. A distinct neighborhood sigrage plan is recommended along with textured pavement entrances. Gateway entry features are proposed at the following locations; • ., s:. 58th Avenue and SW ' Street • Street and • 26 Draft Report Kimley -Horn and Associates, Inc, Neighborhood Traffic Calming Study Although SW 62nd Avenue and SW 801h Street 851h percentile speeds exceed the posted speed limit by 5 and 8 MPH; respectively; these facilitates operate as collector roadways and therefore, traffic calming measures are not recommended as reducing the speeds on these roadways can result in intrusion of traffic on the neighborhood /local roadways; 27 Draft Report � 4 tl t Fv. I$Fy y�y'� * i k "4 s�� '�I � . • }�ty' � i5{ � �Si �� tt � t• � � at n t• n 4�Z yyyy i Rf � dq, m"f 'W �. ow ' � y � r u� s k Y a pM 4 =t y e F y tt S "k t�` �.'• 4�k' �S "'� k 3 k k'` }Y fdt ./ .rz3i i ¢� 4 t k t r PPIMFIKimtey-Horn and Associates, Inc. Neighborhood Traffic Calming Study Before implementing the Phase i 'Improvements, the "Do Not Enter" sign located on the McDonald's driveway and SW 61st Avenue needs to be placed in unobstructed view of motorists. Either the area landscaping heeds to be maintained or the siqn needs to be relocated to a more visible location. it is also recommended to install two signsi one on either side of the driveway. A planning level cost estimate for the proposed improvements is provided in Table 5. The unit cost reflects the cost of constructing the improvement. The total cost includes a contingency of 15 percent of the base cost, and 30, percent of the base cost for design, permitting, and mobilization. a =11t rll� 30 Draft Report Order of Improvement Type ocations Unit Cost Contingency 4l # Magnitude i cost I Curb Extensions Median Choker Neighborhood Roundabou Neighborhood Gateway Entry Phase 1 Cost Phase 2 Median Choker Phase 2 Cost Total Cost 30 Draft Report PP�=FjKimley-Horn and Associates, Inc. Neighborhood Traffic Calming Study The objective Ot is study-was to assess trailic—itio s lin I -SULSPh thp p2-,"T-&2r,&j we s, t, wrtualcFitte- -SW-74t' -Street to-the--ftorthj�S* 80th Street to the south and to d-etermitie-iff —improvements are necessary to reduce negatife-e-DIP-CLS-11 LICHIN'r alter driver behavior and improve conditions for non-motorized street users. The vehicle speed analysis demonstrates that the average speeds traveled by motorists on the residential local streets within the neighborhood are generally between 22 and 26 miles per hour (mph), which in most cases is lower than the posted speed limit of 25 mph, An evaluation of the 85th percentile speeds demonstrate that some Motorists travel in excess • the posted speed limit. In general, the 85th percentile speeds of local residential streets exceed the existing posted speed limit by 5 mph to 7 mph. Posted speed limits were reduced from 30 mph to 25 mph along SW 59th Avenue, SW 58th Avenue, and sw 76th Street after a prior 2003 traffic calming study. The 85th percentile speeds • these three (3) roadways are nearly identical to 2003 speed data (prior to the reduced posted speed erefore, the reduced posted speed limit signs alone have not slowed traffic. Cut-through patterns are not evident during the AM and P.M. peak periods on the local roadways. Traffic patterns along collector roadwaysi SW 80th Street and SW 62nd Avenue, channelize traffic toward Us I Traffic calming treatments were identified to reduce speeding in residential neighborhoods. These improvements include curb extensions, neighborhood roundabouts, median chokers, and neighborhood gateway entry features. A two-phased approach to implementing the traffic calming improvements is recommended in order to gauge the effectiveness of the Phase I improvements before implementing additional improvements, if 31 Draft Report li �- � Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 03 -08 -2010 volume by Speed by Lane Report - D0218049.PRN 13:59 Pg 1 Sta: 000000021704 Id: 009601100052 CId: 01 Fmt: 300 - Imperial Into 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 62 Ave Between SW 76 St & SW 78 St File: D0218049 -PRN Lnl -North Ln2 -South -------------------- ---- ---- ---- ------- ----- - -- -- -- — ------------------------------------------------ -- ---- --- ---- -- ---------- - --- -- Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -30 31 -33 34 -36 37 -39 40 -42 43 -45 46 -48 49 -51 52 -54 55 -57 58 -147 Total --- --- ---- - --- -- - - -- - ----- ------ - - -- -- -- -- -- - -- --- - - - - -- -- - - -- - - - - -- - - - --- - - - --- - - -- -- - -- - -- --- - -- - - - --- ------ Grand Totals 6 44 207 848 1613 907 506 243 92 38 6 3 2 0 0 4515 Percentages 0.13 0.97 4.58 18.78 35.73 20.09 11.21 5.38 2.04 0.84 0.13 0.07 0.04 0.00 0.00 Lane 1 2 Total - ------- -- - - -- - - - - -- -- -- -- ------ Grand Totals 2136 2379 4515 Percentages 47.31 52.69 Speed Summary Total AvgSpd 15tile 50 %ile 85 *ile >30 % >30 >33 %>33 >36 -W>36 - ------ - - - - -- - - - - -- --- --- ---- -- - - - - -- -- --- - -- --- ----- - - -- -- -- --- 4515 29.00 22.98 28.86 34.84 1797 39.8 890 19.7 384 8.5 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File D0218051.PRN Station 000000021704 Identification : 009601100052 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 62 Ave Between SW 76 St & SW 78 St Feb 18 Northbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -- - - - - -- - - -- 15 6 - - -- 1 - - -- - - -- 0 0 - - -- 1 - - -- - - -- - - -- 2 4 32 - - -- 45 - - -- 55 31 26 30 0 2 1 0 0 7 8 35 38 49 44 32 45 1 0 1 3 2 1 17 47 47 44 34 27 00 1 0 0 0 1 4 31 57 51 46 -- 35 - - -- 41 - - -- -- - - - - -- - - -- Hr Total 8 - - -- 3 - - -- - - -- 2 3 - - -- 4 - - -- - - -- - - -- 14 60 171 - - -- 181 - - 194 144 126 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - -- 23 - - -- -- - - - - -- - - -- 15 37 - - -- 36 - - -- - - -- 33 46 - - -- 43 - - -- - - -- - - -- 27 29 18 - - -- 13 - - -- 11 - 6 5 30 27 40 32 51 42 36 27 18 9 14 3 2 45 42 41 40 44 42 50 37 16 12 9 3 3 00 34 41 46 39 34 33 16 15 9 7 5 - - -- 3 - - -- -- - - - - -- - - -- Hr Total 140 - - -- 158 - - -- - - -- 151 180 - - -- 161 - - -- - - -- - - -- 146 109 67 - - -- 43 - - -- 41 17 13 ------------------------------------------------------------------------------- 24 Hour Total 2136 AM peak hour begins 08:30 AM peak volume 202 Peak hour factor : 0.92 PM peak hour begins 14:45 PM peak volume 187 Peak hour factor : 0.92 Feb 18 Southbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 1 - - -- 1 - - -- - - -- 2 0 - - -- 1 - - -- - - -- - - -- 0 4 34 - - -- - 22 - -- 28 - - -- 40 38 30 2 2 0 0 0 0 3 47 20 42 20 30 45 4 1 1 0 2 2 5 46 25 35 26 39 00 5 3 0 0 1 0 7 29 41 44 43 32 - - -- -- - - - - -- - - -- Hr Total 12 - - -- 7 - - -- - - -- 3 0 - - -- 4 - - -- - - -- - - -- 2 19 156 - - -- - 108 - -- 149 - - -- 129 139 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 - - -- -- - - - - -- - - -- 15 34 - - -- 40 - - -- - - -- - 28 60 - -- 43 - - -- - - -- - - -- 52 46 44 - - -- - 21 - -- 17 - - -- 11 8 30 42 38 54 52 54 61 47 34 15 14 12 6 45 47 45 40 46 40 61 47 38 25 15 7 4 00 31 46' 58 65 45 56 33 24 25 10 5 5 - -- -- - - - - -- - - -- Hr Total 154 - - -- 169 - - -- - - -- - 180 223 - -- 182 - - -- - - -- - - -- 230 173 140 - - -- - 86 - -- 56 - - -- 35 - 23 - ----------------------------------------------------------------------------- 24 Hour Total 2379 AM peak hour begins : 09:15 AM peak volume 161 Peak hour factor 0.91 PM peak hour begins : 17 :00 PM peak volume 230 Peak hour factor 0.94 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 2 Data File : D0218051.PRN Station : 000000021704 Identification : 009601100052 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 62 Ave Between SW 76 St & SW 78 St Feb 18 Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -- - - - - -- - - -- 15 7 - - -- - - -- - - -- - - -- 2 2 0 2 - - -- - - -- - - -- 2 8 66 - - -- - - -- 67 83 71 64 30 2 4 1 0 0 7 11 82 58 91 64 62 45 5 1 2 3 4 3 22 93 72 79 60 66 00 6 3 0 0 2 4 38 86 92 90 78 - -- 73 - - -- -- - - - - -- - - -- Hr Total 20 - - -- - - -- - - -- - - -- 10 5 3 8 - - -- - - -- - - -- 16 79 327 - - -- - - -- 289 343 - 273 265 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- 23 - - -- -- - - - - -- - - -- 15 71 - - -- - - -- - - -- - - -- 76 61 106 86 - - -- - - -- - - -- 79 75 62 - - -- - - -- 34 28 17 13 30 69 78 86 103 96 97 74 52 24 28 15 8 45 89 86 80 90 82 111 84 54 37 24 10 7 00 65 87 104 104 79 89 49 39 34 17 10 -- 8 - - -- -- - - - - -- - - -- Hr Total 294 - - -- - - -- - - -- - - -- 327 331 403 343 - - -- - - -- - - -- 376 282 207 - - -- - - -- 129 97 - - 52 36 ------------------------------------------------------------------------------- 24 Hour Total : 4515 AM peak hour begins : 08:45 AM peak volume 345 Peak hour factor 0.94 PM peak hour begins : 14:45 PM peak volume 403 Peak hour factor 0.95 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 03 -03 -2010 Volume by Speed by Lane Report - D0225030.PRN 13:00 Pg 1 Sta: 000000022206 Id: 009600650020 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 25, 2010 at 00:00 End: Thu - Feb 25, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 61 Avenue South of McDonald's Dwy File: D0225030.PRN Lnl -North Ln2 -South --- --- ---- --- --- ---- --------- ----- -- ---------------------------------------------------------------------------------------------- Station Data Summary Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total -------------- -- - --- - - -- -- - -- --- ------ --- --- - - - - -- - - - - -- - -- --- --- -- ------ ---- -- - --- -- -- ---- - - ---- ------ - -- - -- Grand Totals 21 126 922 286 17 2 1 0 1 0 0 0 0 0 0 1376 Percentages 1.53 9.16 67.01 20.78 1.24 0.15 0.07 - 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 Lane 1 2 Total - ---------- - -- - - - - -- ---- -- --- - -- Grand Totals 494 882 1376 Percentages 35.90 64.10 Speed Summary Total AvgSpd 15%ile 50 %ile 85 *ile >25 %>25 >28 %>28 >31 % >31 - -- -- -- - - ---- ------ -- -- -- --- --- -- ---- - -- -- ---- -- ----- - - - - -- - -- -- 1376 18.55 16.26 18.35 22.41 21 1.5 4 0.3 2 0.1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File D0225032.PRN Station 000000022206 Identification 009600650020 Interval : 15 minutes Start date Feb 25, 10 Start time : 00:00 Stop date Feb 25, 10 Stop time : 24:00 City /Town Miami, Florida County : Dade Location SW 61 Avenue South of McDonald's Dwy Feb 25 Northbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 - -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- - - -- 0 0 - - -- 2 - - -- - 12 15 11 4 30 1 0 0 0 0 0 1 7 16 20 7 6 45 0 0 0 0 0 2 2 7 12 13 10 4 00 0 1 0 0 0 5 5 7 19 14 5 - - -- 9 - - -- -- - - - - -- - - -- Hr Total 1 - - -- 1 - - -- - - -- 0 0 - - -- 0 - - -- - - -- 7 8 - - -- 23 - - -- - 59 - -- 62 33 23 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 - -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 8 - - -- 6 - - -- - - -- 7 5 - - -- 14 - - -- - - -- 10 4 - - -- 2 - - -- - 2 1 1 3 30 12 7 12 6 6 10 10 9 3 1 0 0 45 8 5 8 9 15 9 10 5 3 1 1 0 00 8 13 3 10 9 11 5 3 0 1 1 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 36 - - -- 31 - - -- - - -- 30 30 - - -- 44 - - -- - - -- 40 29 - - -- 19 - - -- - 8 - -- 4 3 3 ------------------------------------------------------------------------------- 24 Hour Total 494 AM peak hour begins 08:45 AM peak volume : 67 Peak hour factor 0.84 PM peak hour begins 15:45 PM peak volume : 45 Peak hour factor 0.75 Feb 25 Southbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - - -- 0 1 - - -- 1 - - -- - - -- 1 0 - - -- 9 - - -- - - 17 -- 12 19 13 30 1 1 2 1 0 0 0 4 8 13 17 16 45 1 0 0 1 1 2 0 7 10 16 13 11 00 0 0 0 0 0 0 3 7 17 10 11 - -- 13 - - -- -------- - - -- Hr Total 2 - - -- 1 - - -- - - -- 2 3 - - -- 2 - - -- - - -- 3 3 - - -- 27 - - -- - - 52 -- 51 - 60 53 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 - - -- -- - - - - -- - - -- 15 21 - - -- 25 - - -- - - -- - 21 14 - -- 15 - - -- - - -- 16 20 - - -- 21 - - -- - - 13 -- 9 - - -- 6 1 30 20 16 18 18 11 16 18 9 12 4 7 2 45 12 23 13 24 18 13 24 13 3 3 2 3 00 15 20 13 8 15 16 30 13 4 2 3 0 -- - - - - -- - - -- Hr Total 68 - - -- 84 - - -- - - -- - 65 64 - -- 59 - - -- - - -- 61 92 - - -- 56 - - -- - - 32 -- 18 - - -- 18 - - -- 6 ------------------------------------------------------------------------------- 24 Hour Total 882 AM peak hour begins 11:30 AM peak volume 65 Peak hour factor 0.77 PM peak hour begins 18:15 PIS peak volume 93 Peak hour factor 0.77 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 2 Data File D0225032.PRN Station 000000022206 Identification 009600650020 Interval : 15 minutes Start date Feb 25, 10 Start time : 00:00 Stop date Feb 25, 10 Stop time : 24:00 City /Town Miami, Florida County : Dade Location SW 61 Avenue South of McDonald's Dwy Feb 25 Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - -- 11 - - -- -- - - - - -- - - -- 15 0 - - -- - - -- - - -- - - -- 0 0 1 1 - - -- - - -- - - -- 1 0 11 - - -- - - -- - 29 27 30 17 30 2 1 2 1 0 0 1 11 24 33 24 22 45 1 0 0 1 1 4 2 14 22 29 23 15 00 0 1 0 0 0 5 8 14 36 24 16 - - -- 22 - - -- -- - - - - -- - - -- Hr Total 3 - - -- - - -- - - -- - - -- 2 2 3 2 - - -- - - -- - - -- 10 11 50 - - -- - - -- 111 113 93 76 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - -- 23 - - -- -- - - - - -- - - -- 15 29 - - -- - - -- - - -- - - -- 31 28 19 29 - - -- - - -- - - -- 26 24 23 - - -- - - -- - 15 10 7 4 30 32 23 30 24 17 26 28 18 15 5 7 2 45 20 28 21 33 33 22 34 18 6 4 3 3 00 23 33 16 18 24 27 35 16 4 3 4 - -- - - -- 0 - - -- -- - - - - -- - - -- Hr Total 104 - - -- - - -- - - -- - - -- 115 95 94 103 - - -- - - -- - - -- 101 121 75 - - -- - 40 22 21 9 ------------------------------------------------------------------------------- 24 Hour Total : 1376 AM peak hour begins : 08:45 AM peak volume 125 Peak hour factor : 0.87 PM peak hour begins : 18:00 PM peak volume 121 Peak hour factor : 0.86 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 Volume by Speed by Lane Report - D0218061.PRN 14:45 Pg 1 ---------------------------------------------------------------------------------------------------------------------------- Sta: 000000021707 Id: 009601130019 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 59 Ave Between SW 76 ST & SW 74 Ter File: D0218061 -PRN Lni -North Ln2 -South --------------------------------------------------------------------- ----------- ----- ----- ---- ------ - -- ---- -- ---- --- ---- -- -- — ---- Station Data Summary Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total --- ---- -- - - --- - -- --- - - ---- - - - - -- - -- --- ---- -- - - - --- - - - - -- --- - -- - - ---- - - - - -- -- - - -- -- ---- - -- --- ------ - - - - -- - - - --- Grand Totals 1 28 152 594 498 359 169 59 12 2 1 0 0 0 0 1875 Percentages 0.05 1.49 8.11 31.68 26.56 19.15 9.01 3.15 0.64 0.11 0.05 0.00 0.00 0.00 0.00 Lane 1 2 Total - ------- -- - - -- - -- --- - - - - -- ---- -- Grand Totals 971 904 1875 Percentages 51.79 48.21 Speed Summary Total AvgSpd 151kile 50%ile 85%ile >25 0 >25 >28 % >28 >31 %>31 -- --- -- - - - - -- - - -- -- - - ---- - - -- -- - - - --- -- --- ------ - - - -- ------ ----- 1875 26.28 21.68 26.65 30.79 1100 58.7 602 32.1 243 13.0 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File D0218063.PRN Station 000000021707 Identification 009601130019 Interval 15 minutes Start date Feb 18, 10 Start time 00:00 Stop date Feb 18, 10 Stop time 24:00 City /Town Miami, Florida County Dade Location SW 59 Ave Between SW 76 ST & SW 74 Ter Feb 18 Northbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 2 - - -- 0 - - -- - - -- 1 0 - - -- 0 - - -- - - -- 0 2 - - -- 9 - - -- 19 - - 36 12 16 30 2 0 1 0 0 1 2 11 22' 36 26 8 45 1 0 2 0 0 0 2 16 27 26 11 12 00 0 0 2 0 0 2 6 24 29 23 - -- 16 - - -- 17 - - -- -- - - - - -- - - -- Hr Total 5 - - -- 0 - - -- - - -- 6 0 - - -- 0 - - -- - - -- 3 12 - - -- 60 - - -- 97 - 121 65 53 ---------------------------------------------------7--------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - -- 23 - - -- -- - - - - -- - - -- 15 20 - - -- 17 - - -- - - -- 19 11 - - -- 21 - - -- - - -- 21 12 - - -- 13 - - -- - 11 - -- 6 - 4 2 30 21 10 6 16 15 16 13 11 7 3 3 1 45 15 22 9 16 11 25 16 10 8 6 3 4 00 14 17 22 13 13 17 11 7 6 2 2 1 - - -- -- - - - - -- - - -- Hr Total 70 - - -- 66 - - -- - - -- 56 56 - - -- 60 - - -- - - -- 79 52 - - -- 41 - - -- - 32 - -- 17 - - -- 12 8 ------------------------------------------------------------------------------- 24 Hour Total 971 AM peak hour begins 08:30 AM peak volume 128 Peak hour factor : 0.89 PM peak hour begins 17:00 PM peak volume 79 Peak hour factor : 0.79 Feb 18 Southbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 1 - - -- 1 - - -- - - -- 3 2 - - -- 0 - - -- - - -- 1 0 - - -- 4 - - -- - 12 - -- 12 - - -- 20 15 30 1 0 1 0 0 0 0 8 6 12 15 17 45 1 0 1 0 1 1 0 8 5 12 9 12 00 2 0 0 0 1 1 4 13 14 13 15 11 - - -- -- - - - - -- - - -- Hr Total 5 - - -- 1 - - -- - - -- 5 2 - - -- 2 - - -- - - -- 3 4 - - -- 33 - - -- - 37 - -- 49 - - -- 59 55 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- - - - - -- - - -- 15 12 - - -- - 15 - -- - - -- - 12 23 - -- 23 - - -- - - -- 27 20 - - -- 12 - - -- - 12 - -- 4 - - -- 5 - - -- 3 30 9 9 20 13 14 26 19 14 14 4 6 6 45 15 14 18 15 14 22 23 18 14 8 5 4 00 21 18 15 17 23 17 13 15 9 4 4 1 -- - - - - -- - - -- Hr Total 57 - - -- - 56 - -- - - -- - 65 68 - -- 74 - - -- - - -- 92 75 - - -- 59 - - -- - 49 - -- 20 - - -- 20 - - -- 14 ------------------------------------------------------------------------------- 24 Hour Total : 904 AM peak hour begins : 09:30 AM peak volume : 60 Peak hour factor 0.75 PM peak hour begins : 16:45 PM peak volume : 98 Peak hour factor : 0.91 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File D0218063.PRN Station 000000021707 Identification 009601130019 Interval : 15 minutes Start date Feb 18, 10 Start time : 00:00 Stop date Feb 18, 10 Stop time : 24:00 City /Town Miami, Florida County : Dade Location SW 59 Ave Between SW 76 ST & SW 74 Ter Feb 18 Total Volume for All Lanes ---------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - -- 11 -- - - - - -- - - -- 15 3 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 1 4 2 0 1 2 13 - 31 48 32 31 30 3 0 2 0 0 1 2 19 28 48 41 25 45 2 0 3 0 1 1 2 24 32 38 20 24 00 2 0 2 0 1 3 10 37 43 36 31 - - -- - - -- 28 - -- -- - - - - -- - - -- Hr Total 10 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 1 11 2 2 6 16 93 - - -- 134 170 124 108 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- - - -- 23 - - -- -- - - - - -- - - -- 15 32 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 32 31 34 44 48 32 25 - - -- 23 10 9 5 30 30 19 26 29 29 42 32 25 21 7 9 7 45 30 36 27 31 25 47 39 28 22 14 8 8 00 35 35 37 30 36 34 24 22 15 6 6 - - -- - - -- 2 - - -- -- - - - - -- - - -- Hr Total 127 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 122 121 124 134 171 127 100 - - -- 81 37 32 22 ------------------------------------------------------------------------------- 24 Hour Total 1875 AM peak hour begins 08:45 AM peak volume 177 Peak hour factor 0.92 PM peak hour begins 16:45 PM peak volume 173 Peak hour factor 0.90 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 Volume by Speed by Lane Report - D0218040.PRN 14:45 Pg 1 ---------------------------------------------------------------------------------------------------------------------------- Sta: 000000021712 Id: 000110252089 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 58 Ct Between SW 78 St & SW 80 St File: D0218040.PRN Lnl -North Ln2 -South - -------------- -- ------ --- - - - --- — ---- -- ------- --- - - -- — ---------------------------------------------------------------------------- Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total ------------ -- - --- -- - - ---- ------ -- - - -- -- - - -- ------ ----- -- - --- -- - - -- ---- -- ------ --- - -- ------ ------ -- ---- -- ---- Grand Totals 10 7 19 32 10 12 9 1 0 0 0 0 0 0 0 100 Percentages 10.00 7.00 19.00 32.00 10.00 12.00 9.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Lane 1 2 Total -------------- ------ --- - -- -` ---- Grand Totals 53 47 100 Percentages 53.00 47.00 Speed Summary Total AvgSpd 154ile 50 %ile 85tile >25 %->25 >28 % >28 >31 %>31 - - - - - -- - ----- - -- - -- - - - - -- - - -- -- - - - - -- - - --- - --- -- - ---- - - ---- - ---- 100 21.87 13.86 22.75 30.17 32 32.0 22 22.0 10 1010 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File : D0218042.PRN Station 000000021712 Identification 000110252089 Interval : 15 minutes Start date Feb 18, 10 Start time : 00:00 Stop date Feb 18, 10 Stop time : 24:00 City /Town Miami, Florida County : Dade Location SW 58 Ct Between SW 78 St & SW 80 St Feb 18 Northbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 -- 11 - - -- -- - - - - -- - - -- 1 5 0 - - -- 0 - - -- - - -- 0 0 - - -- - - -- - - -- 0 0 0 - - -- 1 - - -- - - 0 -- 5 - - 1 0 30 0 0 0 0 0 0 0 1 1 0 0 0 45 0 0 0 0 0 0 0 1 1 0 0 2 00 0 0 0 0 0 1 0 1 0 0 1 - - -- 2 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 0 - - -- - - -- 0 0 - - -- - - -- - - -- 0 1 0 - - -- 4 - - -- - - 2 -- 5 2 4 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- 23 - - -- -- - - - - -- - - -- 15 0 - - -- 4 - - -- - - -- 0 2 - - -- - - -- - - -- 0 0 0 - - -- 0 - - -- - - 0 -- 0 0 0 30 0 0 0 1 1 2 0 0 1 0 0 0 45 0 1 2 3 2 5 1 0 0 0 0 0 00 0 2 1 1 1 4 0 0 1 0 0 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 7 - - -- - - -- 3 7 - - -- - - -- - - -- 4 11 1 - - -- 0 - - -- - - 2 -- 0 0 0 ------------------------------------------------------------------------------- 24 Hour Total : 53 AM peak hour begins : 08:15 AM peak volume 7 Peak hour factor 0.35 PM peak hour begins : 17:00 PM peak volume 11 Peak hour factor 0.55 Feb 18 Southbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - - -- - 0 0 - -- - - -- - - -- 0 0 0 - - -- 0 - - -- - - 0 -- 3 - - -- 2 0 30 0 0 0 0 0 0 0 0 1 1 0 0 45 0 0 0 0 0 0 0 0 1 2 2 0 00 0 0 0 0 0 0 0 1 2 2 0 2 -- - - - - -- - - -- Hr Total 0 - - -- 0 - - -- - - -- - 0 0 - -- - - -- - - -- 0 0 0 - - -- 1 - - -- - - 4 -- 8 - - -- 4 - - -- 2 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- -- - - - - -- - - -- 15 1 - - -- 3 - - -- - - -- - 2 0 - -- - - -- - - -- 0 1 0 - - -- 1 - - -- - - 0 -- 0 - - -- 0 - - 0 30 1 1 0 1 0 0 0 1 0 0 0 0 45 0 1 4 0 1 1 2 0 0 0 0 0 00 1 0 1 0 1 2 1 1 0 0 0 0 -- - - - - -- - - -- Hr Total 3 - - -- 5 - - -- - - -- - 7 1 - -- - - -- - - -- 2 4 3 - - -- 3 - - -- - - 0 -- 0 - - -- 0 - - -- 0 ------------------------------------------------------------------------------- 24 Hour Total 47 AM peak hour begins 08:45 AM peak volume : 8 Peak hour factor 0.67 PM peak hour begins : 14:00 PM peak volume : 7 Peak hour factor 0.44 �' r�rY�sk* �: kx' r�' r�r�? r' cs rs" rse�s�es:• s' r�r4; rYY�s�srsY�s' c�dr? eir' rYiY' t' r' t" rs' c�'. ts" r' 9c' rsrY�' r�YF„° �" e: k�sY' k; 4sY�Y'r�r'r4rs;��'r'ra4�:�s'c�t Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 2 Data File : D0218042.PRN Station : 000000021712 Identification : 000110252089 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 58 Ct Between SW 78 St & SW 80 St Feb 18 Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -- - - - - -- - - -- 1 5 0 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 0 0 0 0 0 0 1 - - -- - - 0 -- 8 3 0 30 0 0 0 0 0 0 0 1 2 1 0 0 45 0 0 0 0 0 0 0 1 2 2 2 2 00 0 0 0 0 0 1 0 2 2 2 1 - - -- 4 - - -- -- - - - - -- - - -- Hr Total 0 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 0 0 0 0 1 0 5 - - -- - - 6 -- 13 6 6 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- 23 - - -- -- - - - - -- - - -- 15 1 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 7 2 2 0 1 0 1 - - -- - - 0 -- 0 0 0 30 1 1 0 2 1 2 0 1 1 0 0 0 45 0 2 6 3 3 6 3 0 0 0 0 0 00 1 2 2 1 2 6 1 1 1 0 0 - -- 0 - - -- -- - - - - -- - - -- Hr Total 3 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 12 10 8 6 15 4 3 - - -- - - 2 -- - 0 0 0 ------------------------------------------------------------------------------- 24 Hour Total 100 AM peak hour begins 08:15 AM peak volume : 14 Peak hour factor 0.44 PM peak hour begins 17:00 PM peak volume : 15 Peak hour factor 0.63 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 03 -03 -2010 volume by Speed by Lane Report - D0225038.PRN 13:03 Pg 1 ------------------------------------------------------------------------------------------------------------------------------- Sta: 000000022302 Id: 000110252088 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 25, 2010 at 00:00 End: Thu - Feb 25, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 58 Ave Between SW 76 Ter & SW 77 Ter File: D0225038.PRN Lnl -North Ln2 -South --------------- --- --- — ------------------------------------------------------------------------------ ---- -------- --- ----- ---- -- - ---- Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -30 31 -33 34 -36 37 -39 40 -42 43 -45 46 -48 49 -51 52 -54 55 -57 58 -147 Total ------ - -- --- ------ -- - - -- ---- -- ------ --' Grand Totals 0 15 93 424 542 148 49 7 2 0 2 0 0 0 0 1282 Percentages 0.00 1.17 7.25 33.07 42.28 11.54 3.82 0.55 0.16 0100 0.16 0100 0.00 0.00 0.00 Lane 1 2 Total -------------- ------ ------ - --- -- Grand Totals 513 769 1282 Percentages 40.02 59.98 Speed Summary Total AvgSpd 15%ile 50%ile 85 %ile >30 % >30 >33 i>33 >36 * >36 --- -- -- - ----- - - - --- ------ ------ ------ - - - -- ------ -- --- --- - =- ----- -1282 26.28 21.80 26.80 31.21 208 16.2 60 4.7 it 0.9 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 ��* �Y��* �Y* ��• �, Y��Y�Y** ��* ��Y* ��* �Y�r�r�� *��Y��Y��,r�Y�Y *�� *�Y r��Y *�� *�� Data File D0225040.PRN Station 000000022302 Identification : 000110252088 Interval 15 minutes Start date : Feb 25, 10 Start time 00:00 Stop date : Feb 25, 10 Stop time 24 :00 City /Town : Miami, Florida County Dade Location : SW 58 Ave Between SW 76 Ter & SW 77 Ter �* 1r��e�r�Y; Y: Y��: cir�fssY�sY�t* �: 4�* ��* �: YsY��k�Cx�* s' r�' x��YsY�sYx* �k�*' u�k* �Y�c�C�YiC� * *x�Yir� *•k�'C� * *�Y Feb 25 Northbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 - 09 - -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 2 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- - - -- 0 1 - - -- 8 - - -- 14 12 5 8 30 0 0 0 0 0 0 3 9 10 10 3 4 45 1 0 0 0 0 0 3 12 15 20 6 10 00 1 0 0 0 0 0 2 26 7 8 - -- 13 - - -- 4 - - -- -- - - - - -- - - -- Hr Total 4 - - -- 0 - - -- - - -- 0 1 0 - - -- 0 - - -- - - -- 0 9 - - -- 55 - - -- - 46 50 27 26 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- 23 - - -- -- - - - - -- - - -- 15 7 - - -- 7 - - -- - - -- 7 11 - - -- 11 - - -- - - -- 15 9 - - -- 6 - - -- - 2 - -- 3 1 2 30 14 9 10 10 16 11 7 1 3 3 3 1 45 7 5 8 13 9 5 7 7 5 2 2 0 00 8 14 8 6 6 6 4 2 3 0 0 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 36 - - -- 35 - - -- - - -- 33 40 - - -- 42 - - -- - - -- 37 27 - - -- 16 - - -- - 13 - -- 8 6 3 ------------------------------------------------------------------------------- 24 Hour Total : 513 AM peak hour begins : 07:45 AM peak volume : 65 Peak hour factor 0.63 PM peak hour begins : 15:30 PM peak volume : 46 Peak hour factor 0.72 Feb 25 Southbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 3 - - -- 1 - - -- - - -- 1 0 - - -- 0 - - -- - - -- 0 0 - - -- 10 - - -- - - 9 -- 12 - - -- 10 7 30 1 0 1 0 0 0 1 13 9 8 9 11 45 1 2 0 1 0 1 0 11 3 11 10 17 00 1 0 0 1 0 1 2 10 7 11 6 13 -- -- - - - - -- - - -- Hr Total 6 - - -- 3 - - -- - - -- 2 2 - - -- 0 - - -- - - -- 2 3 - - -- 44 - - -- - - 28 -- 42 - - -- 35 - - 48 ------------------------------------------------------------------------------- End Time 12 13 14 15 - 16 17 18 19 20 21 22 23 -- - - - - -- - - -- 15 6 - - -- 6 - - -- - -- - 17 21 - -- 15 - - -- - - -- 16 19 - - -- 7 - - -- - - 10 -- 7 - - -- 5 - - -- 2 30 5 12 13 23 23 15 25 6 7 2 5 3 45 13 13 21 14 18 17 18 11 9 3 2 2 00 12 11 24 21 21 23 11 10 5 3 2 0 -- - - - - -- - - -- Hr Total 36 - - -- 42 - - -- - - -- - 75 79 - -- 77 - - -- - - -- 71 73 - - -- 34 - - -- - - 31 -- 15 - - -- 14 - - -- 7 ------------------------------------------------------------------------------- 24 Hour Total 769 AM peak hour begins 11:00 AM peak volume 48 Peak hour factor : 0.71 PM peak hour begins 14:30 PM peak volume : 89 Peak hour factor : 0.93 �e�r•�3; etc :asYYxks1•�r:Y:k�sBs'csYxk�' rice' c'' x�rsY�sY�t: Y::• ' r�c�ekdeYsY;• �' cfe�xiY�• �° sY�k' �YY��rYsY�sYr' r�:" c��Y� 'rsY�'cYt�sYstsYdr�Y��r'r°s Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File : D0225040.PRN Station : 000000022302 Identification : 000110252088 Interval 15 minutes Start date : Feb 25, 10 Start time 00:00 Stop date : Feb 25, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 58 Ave Between SW 76 Ter & SW 77 Ter Feb 25 Total Volume for All Lanes --------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 -- - - -- 10 - - -- 11 -- - - - - -- - - -- 15 5 - - -- - - -- - - -- - - -- 1 1 0 0 - - -- - - -- - - -- - - 0 1 18 23 24 15 15 30 1 0 1 0 0 0 4 22 19 18 12 15 45 2 2 0 1 0 1 3 23 18 31 16 27 00 2 0 0 1 0 1 4 36 14 19 - - -- - - -- 19 - - -- 17 - - -- -- - - - - -- - - -- Hr Total 10 - - -- - - -- - - -- - - -- 3 2 2 0 - - -- - - -- - - -- 2 12 99 74 92 62 74 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 -- - - -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 13 - - -- - - -- - - -- - - -- 13 24 32 26 - - -- - - -- - - -- - - 31 28 13 12 10 6 4 30 19 21 23 33 39 26 32 7 10 5 8 4 45 20 18 29 27 27 22 25 18 14 5 4 2 00 20 25 32 27 27 29 15 12 8 3 2 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 72 - - -- - - -- - - -- - - -- 77 108 119 119 - - -- - - -- - - -- - - -- - - -- 108 100 50 44 23 20 10 ------------------------------------------------------------------------------- 24 Hour Total 1282 AM peak hour begins 07:15 AM peak volume 104 Peak hour factor 0.72 PM peak hour begins 14:30 PM peak volume 126 Peak hour factor 0.95 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 Volume by Speed Report - D0218033.PRN 14:45 Pg 1 - - --- — ------------------------- --- ----- -- --- --- ---- ---- -- ---- — - ---- — ---------- - ----- — - --- - -- Sta: 000000021713 Id: 009601200003 CId: 01 pmt: 300 - Imperial int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 57 Ct Between SW 78 St & SW 80 St File: D0218033.PRN Lnl -North Ln2 -South ------------------- --------------- ---------------- -- --- ------ -------------- ---- -- - ---- ------ --- -- ------ --- — ---- Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total -------- -- - --- --- --- -- - - -- -- - - -- --- - -- - --- -- - -- --- --- - -- - - -- -- - ----- ------ --- - -- -- - - -- -- -- -- ------ - - - - -- - - -- -- Grand Totals 7 25 33 27 9 6 0 0 0 0 0 0 0 0 0 107 Percentages 6.54 23.36 30.84 25.23 8.41 5.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Speed Summary Total AvgSpd 15%-ile 50%ile 85 *ile >25 %>25 >28 !b>28 >31 & >31 - -- -- -- -- ---- ---- -- --- - -- --- --- ------ ----- - - -- -- - -- -- ------ ---'- 107 18.71 12.45 18.61 24.84 15 14.0 6 5.6 0 0.0 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 1 Volume Report with 24 Hour Totals Page Data File D0218035.PRN Station Identification 000000021713 009601200003 Interval 15 minutes Start date Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town Miami, Florida County Dade Location SW 57 Ct Between SW 78 St & SW 80 St Feb 18 Northbound Volume for Lane 1 --------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 - - 09 -- 10 - - -- 11 -- - - - - -- - - -- 1 5 0 - - -- 0 - - -- - - -- 0 0 - - -- 1 - - -- - - -- 0 0 - - -- 1 - - -- 2 0 1 0 0 0 30 0 0 0 0 0 0 0 0 2 0 0 1 45 0 00 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 - -- - - 3 3 -- 1 - - -- 1 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 0 - - -- - - -- 0 0 - - -- 1 - - -- - - -- 1 1 - - -- 1 - 6 6 2 2 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 - - 21 -- 22 - - -- 23 - - -- -- - - - - -- - - -- 1 5 3 - - -- 3 - - -- - - -- 0 2 - - -- 0 - - -- - - -- 1 1 - - -- 0 - - -- 1 0 0 0 30 2 2 4 0 0 0 0 0 1 2 0 0 45 3 1 0 0 2 1 0 0 1 0 0 0 00 2 3 0 1 1 1 3 1 0 2 0 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 10 - - -- 9 - - -- - - -- 4 3 - - -- 3 - - -- - - -- 3 4 - - -- 1 - - -- - - 3 -- 4 . 0 0 ------------------------------------------------------------------------------- 24 Hour Total 64 AM peak hour begins 09:15 AM peak volume : 7 Peak hour factor 0.58 PM peak hour begins 12:00 PM peak volume : 10 Peak hour factor 0.83 Feb 18 Southbound volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -------- - - -- 1 5 0 - - -- 0 - - -- - - -- - 0 0 - -- 0 - - -- - - -- 0 0 - - -- 1 - - -- - - 1 -- 1 1 1 30 0 0 0 0 0 0 0 0 0 0 1 0 45 0 0 0 2 0 0 0 0 1 0 1 2 00 0 0 0 0 0 0 0 1 1 1 0 - - -- 1 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 0 - - -- - - -- - 0 2 - -- 0 - - -- - - -- 0 0 - - -- 2 - - -- - - 3 -- 2 3 4 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 - - -- -- - - - - -- - - -- 1 5 1 - - -- 2 - - -- - - -- - 0 0 - -- 0 - - -- - - -- 0 1 - - -- 1 - - -- - - 0 -- 0 - - -- 0 0 30 1 0 3 0 0 0 0 0 0 1 0 0 45 2 1 0 2 3 1 0 1 0 0 0 0 00 1 1 1 1 0 1 2 0 0 0 0 0 - - -- -- - - - - -- - - -- Hr Total 5 - - -- 4 - - -- - - -- - 4 3 - -- 3 - - -- - - -- 2 3 - - -- 2 - - -- - - 0 -- 1 - - -- 0 0 ------------------------------------------------------------------------------- 24 Hour Total 43 AM peak hour begins 11:30 AM peak volume 5 Peak hour factor : 0.63 PM peak hour begins 12:15 PM peak volume 6 Peak hour factor 0.75 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File : D0218035.PRN Station Identification : 000000021713 : 009601200003 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 57 Ct Between SW 78 St & SW 80 St Feb 18 Total Volume for All Lanes ---------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 -- - - -- - - -- 11 - - -- -- - - - - -- - - -- 15 0 - - -- - - -- - - -- - - -- 0 0 0 1 - - -- - - -- - - -- 0 0 2 - - 3 1 2 1 30 0 0 0 0 0 0 0 0 2 0 1 0 45 0 0 0 2 0 0 0 0 1 3 1 3 00 0 0 0 0 0 1 1 1 3 4 1 - - -- - - -- 2 - - -- -- - - - - -- - - -- Hr Total 0 - - -- - - -- - - -- - - -- 0 0 2 1 - - -- - - -- - - -- 1 1 3 - - -- 9 8 5 6 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- - - -- 23 - - -- -- - - - - -- - - -- 15 4 - - -- - - -- - - -- - - -- 5 0 2 0 - - -- - - -- - - -- 1 2 1 - - -- 1 0 0 0 30 3 2 7 0 0 0 0 0 1 3 0 0 45 5 2 0 2 5 2 0 1 1 0 0 0 00 3 4 1 2 1 2 5 1 0 2 0 - - -- - - -- .0 - - -- -- - - - - -- - - -- Hr Total 15 - - -- - - -- - - -- - - -- 13 8 6 6 - - -- - - -- - - -- 5 7 3 - - -- 3 5 0 0 ------------------------------------------------------------------------------- 24 Hour Total : 107 AM peak hour begins : 11:30 AM peak volume : 12 Peak hour factor 0.60 PM peak hour begins : 12:15 PM peak volume : 16 Peak hour factor 0.80 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File : D0218032.PRN Station : 000000021715 Identification : 009601100005 Interval : 15 minutes Start date : Feb 18, 10 Start time : 00:00 Stop date : Feb 18, 10 Stop time : 24:00 City /Town : Miami, Florida County : Dade Location : SW 57 Ave Between SW 76 St & SW 77 Ter Feb 18 Northbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -- - - - - -- - - -- 15 8 - - -- 2 - - -- - - -- 4 2 - - -- 3 - - -- - - -- - - -- 5 42 160 - - -- 165 - - -- 247 128 130. 30 6 7 3 4 3 17 40 145 240 185 134 136 45 8 4 1 7 4 18 90 198 237 168 163 123 00 7 4 4 4 5 23 142 205 240 172 139 - -- 175 - - -- -- - - - - -- - - -- Hr Total 29 - - -- 17 - - -- - - -- 12 17 - - -- 15 - - -- - - -- - - -- 63 314 708 - - -- 882 - - -- 772 - 564 564 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- 23 - - -- -- - - - - -- - - -- 15 145 - - -- 148 - - -- - - -- 116 128 - - -- 138 - - -- - - -- - - -- 127 129 107 - - -- 80 - - -- 69 32 22 30 133 119 134 159 141 114 140 101 79 44 36 18 45 151 126 136 155 172 121 95 95 67 55 25 19 00 162 118 160 136 116 133 142 73 50 31 25 13 - - -- -- - - - - -- - - -- Hr Total 591 - - -- 511 - - -- - - -- 546 578 - - -- 567 - - -- - - -- - - -- 495 506 376 - - -- 276 - - -- 199 - - -- 118 72 ------------------------------------------------------------------------------- 24 Hour Total 8792 AM peak hour begins 08:15 AM peak volume 964 Peak hour factor 0.98 PM peak hour begins 14:45 PM peak volume 602 Peak hour factor 0.94 Feb 18 Southbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 18 - - -- 12 - - -- - - -- 7 6 - - -- 3 - - -- - - -- - - -- 6 16 81 - - -- - 118 - -- 95 - - -- 110 110 30 18 14 10 6 5 3 30 127 101 83 100 123 45 17 10 11 4 4 9 22 106 109 86 132 139 00 13 7 2 4 3 9 50 102 90 102 127 - 115 -- -- - - - - -- - - -- Hr Total 66 - - -- - 43 - -- - - -- 30 20 - - -- 15 - - -- - - -- - - -- 27 118 416 - - -- - 418 - -- 366 - -- 469 - - 487 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- - - - - -- - - -- 15 125 - - -- - 144 - -- - - -- - 167 177 - -- 226 - - -- - - -- - - -- 234 164 162 - - -- - 133 - -- 84 - - -- 64 - - -- 46 30 127 127 156 179 181 247 167 175 117 76 74 41 45 107 127 179 172 204 193 166 141 114 79 55 45 00 115 155 182 171 168 189 188 128 118 64 38 21 -- - - - - -- - - -- Hr Total 474 - - -- - 553 - -- - - -- - 684 699 - -- 779 - - -- - - -- - - -- 863 685 606 - - -- - 482 - -- 303 - - -- 231 - - -- 153 ------------------------------------------------------------------------------- 24 Hour Total 8987 AM peak hour begins 11:30 AM peak volume 506 Peak hour factor : 0.91 PM peak hour begins : 17:00 PM peak volume : 863 Peak hour factor : 0.87 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 2 Data File D0218032.PRN Station 000000021715 Identification : 009601100005 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 57 Ave Between SW 76 St & SW 77 Ter Feb 18 Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -- - - - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 15 26 14 11 8 6 11 58 241 283 342 238 240 30 24 21 13 10 8 20 70 272 341 268 234 259 45 25 14 12 11 8 27 112 304 346 254 295 262 00 20 11 6 8 8 32 192 307 330 274 266 290 -- - - - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- Hr Total 95 60 42 37 30 90 432 1124 1300 1138 1033 1051 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 - - - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 15 270 292 283 305 364 361 293 269 213 153 96 68 30 260 246 290 338 322 361 307 276 196 120 110 59 45 258 253 315 327 376 314 261 236 181 134 80 64 00 277 273 342 307 284 322 330 201 168 95 63 34 -- - - - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- Hr Total 1065 1064 1230 1277 1346 1358 1191 982 758 502 349 225 ------------------------------------------------------------------------------- 24 Hour Total 17779 AM peak hour begins 08:15 AM peak volume 1359 Peak hour factor 0.98 PM peak hour begins 16:30 PM peak volume 1382 Peak hour factor 0.92 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 03 -08 -2010 Volume by Speed by Lane Report - D0218064.PRN 14:44 Pg 1 - ----------------------------------------- --- ---- ---- ------ ---- -- - - ---- Sta: 000000021708 Id: 000210521057 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 74 St Between SW 58 Ct & SW 58 Ave File: D0218064.PRN Lnl -East Ln2 -West -------------------------------------------------------------------------------- -- -------- ---- ----- --- -- ----- — --- -- --- — Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total -------- - - - - -- - - - - -- -- - --- - - - - -- ---- -- -- -- -- --- --- ------ --- - -- - - - - -- -- - - -- ---- -- -- -- -- - ----- --- --- - --- -- --- --- Grand Totals 40 299 1219 1480 404 240 65 10 4 1 0 0 0 0 0 3762 Percentages 1.06 7.95 32.40 39.34 10.74 6.38 1.73 0.27 0.11 0.03 0.00 0.00 0.00 0.00 0.00 Lane 1 2 Total ----- --- --- --- - ----- -- ---- -- - - -- Grand Totals 1680 2082 3762 Percentages 44.66 55.34 Speed Summary Total AvgSpd 15tile 50%ile 85%ile >25 % >25 >28 ?S>28 >31 d >31 - --- - -- - ----- - ----- ------ - - - - -- - - ---- -- - -- - - - --- --- -- -- - - -- - - - -- 3762 21.50 16.74 21.87 26.79 724 19.2 320 815 80 2.1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File D0218066.PRN Station 000000021708 Identification 000210521057 Interval : 15 minutes Start date Feb 18, 10 Start time : 00:00 Stop date Feb 18, 10 Stop time : 24:00 City /Town Miami, Florida County : Dade Location SW 74 St Between SW 58 Ct & SW 58 Ave Feb 18 Eastbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 - - -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 5 - - -- 0 - - -- - - -- 1 0 - - -- 2 - - -- 1 - - -- - - -- 1 13 - - -- 25 35 21 19 30 3 3 2 0 2 0 4 21 28 49 34 25 45 0 0 0 2 1 0 1 23 32 29 36 33 00 1 0 1 0 0 2 6 24 26 31 -- 34 - - -- 32 - - -- -- - - - - -- - - -- Hr Total 9 - - -- 3 - - -- - - -- 4 2 - - -- 5 - - -- 3 - - -- - - -- 12 81 - - -- 111 - - 144 125 109 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 26 - - -- 25 - - -- - - -- 27 31 - - -- 23 - - -- 33 - - -- - - -- 31 20 - - -- - 21 - 15 6 11 30 21 21 31 37 32 28 27 28 26 11 10 4 45 28 31 23 24 28 27 31 28 14 10 4 5 00 29 41 25 24 34 34 29 17 16 16 7 - - -- 2 - - -- -- - - - - -- - - -- Hr Total 104 - - -- 118 - - -- - - -- 106 116 - - -- 117 - - -- 122 - - -- - - -- 118 93 - - -- - 77 - -- 52 27 22 ------------------------------------------------------------------------------- 24 Hour Total : 1680 AM peak hour begins : 09:00 AM peak volume 144 Peak hour factor 0.73 PM peak hour begins : 13:30 PM peak volume 130 Peak hour factor 0.79 Feb 18 Westbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 4 - - -- 7 - - -- - - -- - 3 0 - -- 1 - - -- 1 - - -- - - -- 1 9 - - -- - 17 - -- 28 - - -- 32 22 30 9 5 7 2 3 5 2 4 18 21 17 36 45 2 2 8 1 0 1 5 13 31 16 26 29 00 2 5 2 1 1 2 5 18 25 26 24 35 - -- -- - - - - -- - - -- Hr Total 17 - - -- 19 - - -- - - -- - 20 4 - -- 5 - - -- 9 - - -- - - -- 13 44 - - -- - 91 - -- 91 - - -- 99 - 122 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 - -- -- - - - - -- - - -- 15 21 - - -- 38 - - -- - - -- - 27 43 - -- 53 - - -- 72 - - -- - - -- 54 48 - - -- - 19 - -- 14 - - -- 8 - 14 30 35 35 47 48 51 54 41 32 27 17 11 4 45 26 34 31 31 61 47 56 32 13 9 13 6 00 40 35 37 51 55 42 48 23 11 15 13 6 -- - - - - -- - - -- Hr Total 122 - - -- 142 - - -- - - -- - 142 173 - -- 220 - - -- 215 - - -- - - -- 199 135 - - -- - 70 - -- 55 - - -- 45 - - -- 30 ------------------------------------------------------------------------------- 24 Hour Total 2082 AM peak hour begins : 11:00 AM peak volume : 122 Peak hour factor : 0.85 PM peak hour begins 16:30 PM peak volume 242 Peak hour factor : 0.84 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File D0218066.PRN Station 000000021708 Identification : 000210521057 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 74 St Between SW 58 Ct & SW 58 Ave Feb 18 Total Volume for All Lanes ---------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 - - -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 9 - - -- - - -- - - -- - - -- 7 4 0 3 - - -- - - -- - - -- 2 2 22 - - -- 42 63 53 41 30 12 8 9 2 5 5 6 25 46 70 51 61 45 2 2 8 3 1 1 6 36 63 45 62 62 00 3 5 3 1 1 4 11 42 51 57 - - -- 58 - - -- 67 - - -- -- - - - - -- - - -- Hr Total 26 - - -- - - -- - - -- - - -- 22 24 6 10 - - -- - - -- - - -- 12 25 125 - - -- 202 235 224 231 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- 23 - - -- -- - - - - -- - - -- 15 47 - - -- - - -- - - -- - - -- 63 54 74 76 - - -- - - -- - - -- 105 85 68 - - -- - - -- 40 29 14 25 30 56 56 78 85 83 82 68 60 53 28 21 8 45 54 65 54 55 89 74 87 60 27 19 17 11 00 69 76 62 75 89 76 77 40 27 31 -- 20 - - -- 8 - - -- -- - - - - -- - - -- Hr Total 226 - - -- - - -- - - -- - - -- 260 248 289 337 - - -- - - -- - - -- 337 317 228 - - -- - - 147 107 72 52 ------------------------------------------------------------------------------- 24 Hour Total 3762 AM peak hour begins 08:30 AM peak volume 247 Peak hour factor : 0.88 PM peak hour begins 16:15 PM peak volume 366 Peak hour factor : 0.87 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Reach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 volume by Speed by Lane Report - D0218043.PRN 14:45 Pg 1 -------------------------------------------------------------------------------------------------------------------------- Sta: 000000021705 id: 009701450012 CId: 01 Fmt: 300 - Imperial - Int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 76 St Between SW 59 P1 & SW 60 Ave File: D0218043.PRN Lni -East Ln2 -West --- ---------- -- --- --------- — -- — - ------- --------- -- -------------------------------------- -------- -------- -- ---- -------- --- --- ---- Station Data Summary Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total -------- -- - - -- -- ---- ------ ------ - -- --- - - - --- -- -- -- ------ - -- - -- --- --- - ----- - - -- -- - - -- -- -- - - -- --- - -- - ----- -- -- -- Grand Totals 3 54 224 450 299 255 138 87 29 9 2 0 0 0 0 1550 Percentages 0.19 3.48 14.45 29.03 19.29 16.45 8.90 5.61 1.87 0.58 0.13 0.00 0.00 0.00 0.00 Lane 1 2 Total Grand Totals 852 698 1550 Percentages 54.97 45.03 Speed Summary Total AvgSpd 15 %ile 50 %ile 85Wile >25 ?4>25 >28 Pa>28 >31 %>31 -- --- -- ---- -- ------ -- -- -- -- - --- ----- ----- --- - -- ----- ------ ----- 1550 25.88 19.13 26.29 32.47 819 52.8 520 33.5 265 17.1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 1 Volume Report with 24 Hour Totals Page Data File : D0218045.PRN Station : 000000021705 Identification : 009701450012 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County : Dade Location : SW 76 St Between SW 59 P1 & SW 60 Ave Feb 18 Eastbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 -- - 09 - -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 4 - - -- 0 - - -- - - -- 1 0 - - -- 0 - - -- 0 - - -- 0 - - -- 9 - - 23 30 15 9 30 3 1 0 1 0 2 1 10 13 20 22 5 45 1 1 0 0 0 3 4 8 22 25 21 19 00 0 0 0 0 1 1 5 18 16 - 18 - -- 19 - - -- 13 - - -- -- - - - - -- - - -- Hr Total 8 - - -- 2 - - -- - - -- 1 1 - - -- 1 - - -- 6 - - -- 10 - - -- 45 - - -- 74 93 77 46 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 - 21 - -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 13 - - -- 13 - - -- - - -- 13 13 - - -- 20 - - -- 9 - - -- 17 - - -- 14 - - -- 7 7 7 5 30 15 16 6 17 9 13 17 11 9 3 3 4 45 13 14 7 16 10 11 17 4 10 4 3 0 00 15 10 15 13 16 16 8 6 8 2 7 - - -- 2 - - -- -- - - - - -- - - -- Hr Total 56 - - -- 53 - - -- - - -- 41 59 - - -- 55 - - -- 49 - - -- 59 - - -- 35 - - -- - - 34 -- 16 20 11 ------------------------------------------------------------------------------- 24 Hour Total 852 AM peak hour begins 09:00 AM peak volume : 93 Peak hour factor : 0.77 PM peak hour begins 17:45 PM peak volume : 67 Peak hour factor : 0.99 Feb 18 Westbound Volume for Lane 2 -------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 =- 09 10 - - -- 11 - - -- -- - - - - -- - - -- 15 1 - - -- 1 - - -- - - -- 2 0 - - -- 0 - - -- 0 - - -- 1 - - -- 5 - - - - 13 -- 21 8 7 30 2 0 1 1 1 0 1 6 14 23 11 12 45 0 0 1 0 0 0 1 6 9 9 6 13 00 0 0 0 1 0 1 5 9 17 6 9 15 - - -- -- - - - - -- - - -- Hr Total 3 - - -- 1 - - -- - - -- - 4 2 - -- 1 - - -- 1 - - -- 8 - - -- 26 - - -- - - 53 -- 59 - - -- 34 47 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- - - - - -- - - -- 15 15 - - -- 15 - - -- - - -- - 10 17 - -- 18 - - -- 15 - - -- 14 - - -- 6 - - -- - - 7 -- 4 - - -- 5 - - -- 1 30 11 17 15 12 11 14 15 10 7 5 2 2 . 45 11 10 11 10 13 18 4 13 4 2 1 2 00 17 10 16 13 12 14 10 6 2 7 3 2 -- - - - - -- - - -- Hr Total 54 - - -- 52 - - -- - - -- - 52 52 - -- 54 - - -- 61 - - -- 43 - - -- 35 - - -- - - 20 -- 18 - - -- 11 - - -- 7 ------------------------------------------------------------------------------- 24 Hour Total 698 AM peak hour begins 08:30 AM peak volume 70 Peak hour factor : 0.76 PM peak hour begins 17:00 PM peak volume 61 Peak hour factor 0.85 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File : D0218045.PRN Station : 000000021705 Identification : 009701450012 Interval : 15 minutes Start date : Feb 18, 10 Start time : 00:00 Stop date : Feb 18, 10 Stop time : 24:00 City /Town : Miami, Florida County : Dade Location : SW 76 St Between SW 59 P1 & SW 60 Ave Feb 18 Total Volume for All Lanes ------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 -- - - -- - 11 -- - - - - -- 15 5 - - -- - - -- - - -- - - -- - - -- - - -- 1 3 0 0 0 1 14 - - 36 51 23 16 30 5 1 1 2 1 2 2 16 27 43 33 17 45 1 1 1 0 0 3 5 14 31 34 27 32 00 0 0 0 1 1 2 10 27 33 24 28 - - -- - - -- - - -- 28 - -- - - - - -- - - -- Hr Total 11 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 3 5 3 2 7 18 71 127 152 111 93 ----------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- - - -- 23 - - -- -- - - - - -- - - -- 15 28 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 28 23 30 38 24 31 20 - - -- 14 11 12 6 30 26 33 21 29 20 27 32 21 16 8 5 6 45 24 24 18 26 23 29 21 17 14 6 4 2 00 32 20 31 26 28 30 18 12 10 9 10 - - -- - - -- 4 - - -- -- - - - - -- - - -- Hr Total 110 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 105 93 ill 109 110 102 70 - - -- 54 34 31 18 ------------------------------------------------------------------------------- 24 Hour Total 1550 AM peak hour begins 08:45 AM peak volume : 161 Peak hour factor 0.79 PM peak hour begins 17:30 PM peak volume : 122 Peak hour factor 0.95 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 Volume by Speed by Lane Report - D0218046.PRN 14:45 Pg 1 --- -- --- -------- -- ------ - - - - --- — -------------------------------------------------------------------------------------- Sta: 000000021709 Id: 009701450015 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 18, 2010 at 00 :00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 76 St Between SW 58 Ave & SW 59 Ave File: D0218046.PRN Lnl -East Ln2 -West ----------------------------------------------------------------------------------------- -- --- -- ----- ------ --- -- -- ---- -- — - --- --- — - Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total ------- - - ----- ------ ------ ------ - ----- --- --- ---- -- ------ - - - - -- - - - --- ------ - ----- ---- -- -- ---- -- ---- - -- --- - ----- Grand Totals 8 23 80 192 116 90 34 14 2 1 1 0 0 0 0 561 Percentages 1.43 4.10 14.26 34.22 20.68 16.04 6.06 2.50 0.36 0.18 0.18 0.00 0.00 0.00 0.00 Lane 1 2 Total ----- --- ---- -- - - - --- - - - --- - - - - -- Grand Totals 343 218 561 Percentages 61.14 38.86 Speed Summary Total AvgSpd 15Wile 50!kile 85tile >25 -%>25 >28 % >28 >31 % >31 -- - - --- - - -- -- - -- - -- - -- --- ------ ------ - ---- - - - - -- - - - -- ---- -- - ---- 561 24.64 18.66 24.53 30.29 258 46.0 142 25.3 52 9.3 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 1 Volume Report with 24 Hour Totals Page Data File : D0218048.PRN Station : 000000021709 Identification : 009701450015 Interval : 15 minutes Start date : Feb 18, 10 Start time : 00:00 Stop date : Feb 18, 10 Stop time : 24:00 City /Town : Miami, Florida County : Dade Location : SW 76 St Between SW 58 Ave & SW 59 Ave �' ��Y�eYxY�csY��r�ciYsYY** �dr�r' czY�Y��Y�' e�9t��* irkY�Y�YsY�c�t�t�Y��ritir�ie�' t* �Y? rfr�' irzY4c�c�: Y�sY'cs"t��r�ix'xsY�'r�sY:Y�Y�Y Feb 18 Eastbound Volume for Lane 1 ---------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 - -- - - 09 -- 10 - - -- 11 - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - 0 - -- 0 - - -- 0 - - -- 1 - - -- 0 - - -- 2 - 17 4 6 5 30 0 0 0 0 0 1 2 5 6 4 5 3 45 0 0 0 0 0 3 1 7 9 9 10 7 00 0 0 0 0 0 1 2 11 7 - - -- - - 11 -- 3 - - -- 9 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 0 - - -- - 0 - -- 0 - - -- 0 - - -- 6 - - -- 5 - - -- 25 39 28 24 24 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 - - 21 -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 2 - - -- 9 - - -- - 7 - -- 13 - - -- 12 - - -- 5 - - -- 8 - - -- 4 - - -- 3 2 0 0 30 5 3 5 7 5 3 9 3 2 2 1 0 45 7 7 5 7 2 8 2 2 1 0 1 0 00 4 3 4 7 11 5 2 2 1 - - 1 -- 0 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 18 - - -- 22 - - -- - 21 - -- 34 - - -- 30 - - -- 21 - - -- 21 - - -- 11 - - -- 7 5 2 0 ------------------------------------------------------------------------------- 24 Hour Total 343 AM peak hour begins 07:45 AM peak volume : 43 Peak hour factor 0.63 PM peak hour begins 15:00 PM peak volume : 34 Peak hour factor 0.65 Feb 18 Westbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -- - - - - -- - - -- 1 5 0 - - -- 1 - - -- - 0 - -- - 0 - -- 0 - - -- 0 0 3 3 5 1 2 30 1 0 0 1 0 0 0 0 5 8 2 3 45 0 0 0 0 0 1 0 2 1 2 2 4 00 2 0 0 1 0 0 0 2 8 5 3 3 - - -- -- - - - - -- - - -- Hr Total 3 - - -- 1 - - -- - 0 - -- - 2 - -- 0 - - -- 1 - - -- 0 - - -- 7 - - -- - - 17 -- 20 - - -- 8 12 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- -- - - - - -- - - -- 15 5 - - -- 5 - - -- - 5 - -- - 5 - -- 3 - - -- 9 - - -- 8 - - -- 4 - - -- - - 0 -- 0 - - -- 1 - - 0 30 3 4 4 3 5 2 4 1 4 2 0 0 45 1 3 3 8 4 8 2 3 2 2 2 1 00 4 3 5 2 4 7 1 2 1 1 1 0 -- - - - - -- - - -- Hr Total 13 - - -- 15 - - -- - 17 - -- - 18 - -- 16 - - -- 26 - - -- 15 - - -- 10 - - -- - - 7 -- 5 - - -- 4 - - -- 1 ------------------------------------------------------------------------------- 24 Hour Total 218 AM peak hour begins 08:45 AM peak volume 23 Peak hour factor 0.72 PM peak hour begins 17:30 PM peak volume 27 Peak hour factor 0.84 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File D0218048.PRN Station Identification 000000021709 009701450015 Interval : 15 minutes Start date Feb 18, 10 Start time : 00:00 Stop date Feb 18, 10 Stop time : 24:00 City /Town Miami, Florida County : Dade Location SW 76 St Between SW 58 Ave & SW 59 Ave Feb 18 Total Volume for All Lanes ---------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 -- - -- 09 10 11 -- - - - - -- - - -- 15 0 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 1 0 0 0 1 0 5 - 20 9 7 7 6 30 1 0 0 1 0 1 2 5 11 12 7 45 0 0 0 0 0 4 1 9 10 11 12 11 00 2 0 0 1 0 1 2 13 15 - -- - - 16 6 -- - - -- 12 - - -- -- - - - - -- - - -- Hr Total 3 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 11 0 2 0 7 5 32 - 56 48 32 36 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 - - 21 22 -- - - -- 23 - - -- -- - - - - -- - - -- 15 7 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 14 12 18 15 14 16 8 - - -- 3 2 1 0 30 8 7 9 10 10 5 13 4 6 4 1 0 45 8 10 8 15 6 16 4 5 3 2 3 1 00 8 6 9 9 15 12 3 4 2 - - 2 1 -- - - -- 0 - - -- -- - - - - -- - - -- Hr Total 31 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 37 38 52 46 47 36 21 - - -- 14 10 6 1 ------------------------------------------------------------------------------- 24 Hour Total 561 AM peak hour begins 08:00 AM peak volume 56 Peak hour factor : 0.70 PM peak hour begins 17:30 PM peak volume 57 Peak hour factor : 0.89 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 03 -08 -2010 Volume by Speed by Lane Report - D0225027.PRN 14:58 Pg 1 Sta: 000000022301 Id: 000210521099 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 25, 2010 at 00:00 End: Thu - Feb 25, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 77 Ter Between SW 58 Ave & SW 59 Ave File: D0225027.PRN Lnl -East Ln2 -West --------------------------- ----- ----- ---------- --------- -- ----- -- ------------- -- -- ------- Station Data Summary Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total -- -- --- - ------ -- -- -- ------ --- --- - ----- - ----- ------ - - ---- - -- - -- ---- -- - - ---- - ----- - ----- - ----- ------ ---- -- -- -- -- Grand Totals 7 17 49 127 85 54 23 10 3 0 1 0 0 0 0 376 Percentages 1.86 4.52 13.03 33.78 22.61 14.36 6.12 2.66 0.80 0100 0.27 0.00 0.00 0.00 0.00 Lane 1 2 Total -------------- - --- -- - ----- ---- -- Grand Totals 144 232 376 Percentages 38.30 61.70 Speed Summary Total AvgSpd 15&ile 50>`ile 85Wile >25 %* >25 >28 %,>28 >31 %>31 --- - --- --- --- ------ ------ - -- - -- - - - --- ----- - -- - -- -- - -- -- - --- - ---- 376 24.62 18.64 24.62 30.28 176 46.8 91 24.2 37 9.8 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File D0225029.PRN Station 000000022301 Identification 000210521099 Interval 15 minutes Start date Feb 25, 10 Start time 00:00 Stop date Feb 25, 10 Stop time 24:00 City /Town Miami, Florida County Dade Location SW 77 Ter Between SW 58 Ave & SW 59 Ave Feb 25 Eastbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 - 09 -- 10 - - -- 11 - - -- -- - - - - -- - - -- 1 5 0 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- 0 - - -- 0 - - -- 3 - - -- - 3 5 4 2 30 1 0 0 0 0 0 1 8 5 2 3 4 45 0 0 0 0 0 1 0 3 3 3 2 0 00 0 0 0 0 0 0 2 5 2 - 5 -- 2 - - -- 2 - - -- -- - - - - -- - - -- Hr Total 1 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- 1 - - -- 3 - - -- 19 - - -- - 13 15 11 8 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 -- 19 20 - 21 -- 22 - - -- 23 - - -- -- - - - - -- - - -- 1 5 2 - - -- 1 - - -- - - -- 5 1 - - -- 1 - - -- 0 - - 0 - - -- 1 - - -- - 0 1 0 0 30 2 4 7 1 1 4 3 2 0 0 0 1 45 1 2 7 0 0 0 2 0 0 2 0 0 00 8 2 2 5 1 1 2 1 0 0 0 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 13 - - -- 9 - - -- - - -- 21 7 - - -- 3 - - -- 5 - - -- 7 - - -- 4 - - -- - - 0 -- 3 0 1 ------------------------------------------------------------------------------- 24 Hour Total 144 AM peak hour begins : 07:00 AM peak volume : 19 Peak hour factor 0.59 PM peak hour begins 13:45 PM peak volume : 21 Peak hour factor 0.75 Feb 25 Westbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- 0 - - -- 0 - - -- 0 - - -- - - 2 -- 4 - - -- 7 4 30 0 1 0 0 0 0 0 0 2 4 4 2 45 0 0 0 0 0 1 3 2 4 1 6 2 00 0 0 0 0 0 1 0 3 3 2 2 5 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 1 - - -- - - -- 0 0 - - -- 0 - - -- 2 - - -- 3 - - -- 5 - - -- - - 11 -- 11 - - -- 19 13 -----------------------------------------------=------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- - - - - -- - - -- 15 5 - - -- 3 - - -- - - -- - 5 7 - -- 6 - - -- 12 - - -- 6 - - -- 1 - - -- - - 4 -- 1 - - -- 0 - - -- 0 30 4 5 3 4 4 9 4 1 1 0 0 1 45 3 9 2 4 7 11 5 1 1 0 1 0 00 8 5 4 2 4 9 0 4 0 0 1 0 -- - - - - -- - - -- Hr Total 20 - - -- 22 - - -- - - -- - 14 17 - -- 21 - - -- 41 - - -- 15 - - -- 7 - - -- - - 6 -- 1 - - -- 2 - - -- 1 ------------------------------------------------------------------------------- 24 Hour Total : 232 AM peak hour begins : 09:45 AM peak volume : 19 Peak hour factor : 0.68 PM peak hour begins : 17:00 PM peak volume : 41 Peak hour factor 0.85 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File D0225029.PRN Station Identification 000000022301 0002105210.99 Interval 15 minutes Start date Feb 25, 10 Start time 00:00 Stop date Feb 25, 10 Stop time 24:00 City /Town Miami, Florida County Dade Location SW 77 Ter Between SW 58 Ave & SW 59 Ave Feb 25 Total Volume for All Lanes -------------------------------- End Time -------------------------------------- 00 01 02 03 04 05 06 07 08 09 10 - -- - - -- 11 -- - - - - -- 15 - - -- - - -- - - -- - - -- - - -- 0 0 0 0 0 0 0 3 - 5 9 11 6 6 30 45 1 1 0 0 0 0 1 8 0 0 0 0 0 2 3 5 7 6 7 7 4 8 2 00 0 0 0 0 0 1 2 8 5 7 4 - - -- - - -- - - -- 7 -- - - - - -- - - Hr Total -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 1 1 0 0 0 3 6 24 24 26 30 21 --------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - -- - - -- - - -- 23 -- - - - - -- - - 15 -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 7 4 10 8 7 12 6 2 - 4 2 0 0 30 6 9 10 5 5 13 7 3 1 0 0 2 45 4 11 9 4 7 11 7 1 1 2 1 0 00 16 7 6 7 5 10 2 5 0 0 1 -- - - -- - - -- 0 - - -- -- - - - - -- - - Hr Total -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 33 31 35 24 24 46 22 11 - - 6 4 2 2 ------------------------------------------------------------------------------- 24 Hour Total AM peak hour 376 begins 09:45 AM peak volume 33 Peak hour factor : 0.75 PM peak hour begins 17:00 PM peak volume 46 Peak hour factor : 0.88 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 Volume by Speed by Lane Report - D0218055.PRN 14:45 Pg i ---------------------------------------------------------------------------------------------------------------------------- Sta: 000000021703 Id: 000411692109 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 78 St Between SW 60 Ave & SW 61 Ave File; D0218055.PRN Lnl -East Ln2 -West -------------------------------------------------------------------------------------------------- ------ ------- ----- ---- --- - - -- -- Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total --- ---- - - - ---- -- - --- -- - --- ---- -- - ----- ---- -- -- - --- - - - --- - --- -- - - - - -- - --- -- - - - - -- - ----- -- - --- ------ - - - --- -- - - -- Grand Totals 3 20 59 140 115 111 58 23 17 4 4 0 0 0 0 554 Percentages 0.54 3.61 10.65 25.27 20.76 20.04 10.47 4.15 3.07 0.72 0.72 0.00 0100 0.00 0.00 Lane 1 2 Total ----- -- ------- ------ ---- -- ------ Grand Totals 285 269 554 Percentages 51.44 48.56 Speed Summary Total AvgSpd 15*ile 50tile 854ile >25 Pa>25 >28 b>28 >31 PS>31 - - - - -- ------ - ----- -- ---- - - - - -- -- - - -- - ---- - - - --- ----- -- - --- - -- -- 554 26.62 21.03 26.96 32.79 332 59.9 217 39.2 106 19.1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File : D0218057.PRN Station : 000000021703 Identification : 000411692109 Interval : 15 minutes Start date : Feb 18, 10 Start time : 00:00 Stop date : Feb 18, 10 Stop time : 24:00 City /Town : Miami, Florida County : Dade Location : SW 78 St Between SW 60 Ave & SW 61 Ave Feb 18 Eastbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- - - -- 0 0 - - -- 3 - - -- - 2 - -- 7 8 3 30 2 0 0 0 0 0 0 6 3 5 7 3 45 0 0 0 0 0 0 0 7 9 6 3 7 00 0 0 0 0 0 0 3 4 4 -- - - 7 7 -- - - -- 5 - - -- -- - - - - -- - - -- Hr Total 2 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- - - -- 0 3 - - -- 20 - - 18 25 25 18 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 - - -- 23 - - -- -- - - - - -- - - -- 15 7 - - -- 11 - - -- - - -- 4 4 - - -- 2 - - -- - - -- 3 6 - - -- 3 - - -- - - 2 -- 2 1 4 30 7 4 6 6 6 6 .3 0 1 1 0 0 45 8 7 2 7 7 9 3 1 3 1 1 0 00 2 9 5 9 2 3 2 2 1 1 0 - -- 0 - - -- -- - - - - -- - - -- Hr Total 24 - - -- 31 - - -- - - -- 17 26 - - -- 17 - - -- - - -- 21 14 - - -- 6 - - -- - - 7 -- - 5 2 4 ------------------------------------------------------------------------------- 24 Hour Total : 285 AM peak hour begins : 09:30 AM peak volume 28 Peak hour factor : 0.88 PM peak hour begins : 13:00 PM peak volume 31 Peak hour factor : 0.70 Feb 18 Westbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 - - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - - -- 1 0 - - -- 1 - - -- - - -- 0 1 - - -- 2 - - -- - - 3 -- - - -- 5 5 2 30 1 0 0 0 0 0 0 1 7 2 4 6 45 0 0 0 0 0 0 2 4 7 1 2 3 00 0 0 0 0 0 0 0 5 2 2 5 5 - - -- - - - - -- - - -- Hr Total 1 - - -- 0 - - -- - - -- 1 0 - - -- 1 - - -- - - -- 0 3 - - -- 12 - - -- - - 19 -- - - -- 10 16 -- 16 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- - - - - -- - - -- 15 6 - - -- 5 - - -- - - -- - 1 5 - -- 15 - - -- - - -- 7 6 - - -- 4 - - -- - - 1 -- - - -- 0 2 - - -- 1 30 1 6 8 8 9 8 1 6 5 0 1 1 45 4 8 2 3 9 8 9 0 1 0 0 1 00 3 4 5 3 8 6 3 4 2 0 0 0 -- - - - - -- - - -- Hr Total 14 - - -- 23 - - -- - - -- - 16 19 - -- 41 - - -- - - -- 29 19 - - -- 14 - - -- - - 9 -- - - -- 0 3 - - -- 3 ------------------------------------------------------------------------------- 24 Hour Total 269 AM peak hour begins 07:45 AM peak volume : 22 Peak hour factor : 0.79 PM peak hour begins : 16:00 PM peak volume : 41 Peak hour factor 0.68 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File D0218057.PRN Station 000000021703 Identification 000411692109 Interval 15 minutes Start date Feb 18, 10 Start time 00:00 Stop date Feb 18, 10 Stop time 24:00 City /Town Miami, Florida County Dade Location SW 78 St Between SW 60 Ave & SW 61 Ave Feb 18 Total Volume for All Lanes --------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 - -- - - 09 10 -- - - -- 11 - -- -- - - - - -- - - 15 -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 0 0 1 0 1 0 1 5 - 5 12 13 5 30 3 0 0 0 0 0 0 7 10 7 11 9 45 0 0 0 0 0 0 2 11 16 7 5 10 00 0 0 0 0 0 0 3 9 6 -- - - 9 12 -- - - -- 10 - - -- -- - - - - -- - - Hr Total -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 3 0 1 0 1 0 6 32 - - 37 35 41 34 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 - -- - - 21 22 -- - - -- 23 - - -- -- - - - - -- - - 15 -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 13 16 5 9 17 10 12 7 - 3 2 3 5 30 8 10 14 14 15 14 4 6 6 1 1 1 45 12 15 4 10 16 17 12 1 4 1 1 1 00 5 13 10 12 10 9 5 6 3 - 1 0 -- - - -- 0 - - -- -- - - - - -- - - Hr Total -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- 38 54 33 45 58 50 33 20 - - -- - 16 5 5 7 ------------------------------------------------------------------------------- 24 Hour Total 554 AM peak hour begins 08:15 AM peak volume 44 Peak hour factor : 0.69 PM peak hour begins 15:45 PM peak volume 60 Peak hour factor : 0.88 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 Volume by Speed by Lane Report - D0218029.PRN 14:45 Pg 1 ------------------- --------------- ------------------------------------------------------------------------------ Sta: 000000021702 Id: 009600650034 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 79 St Between SW 62 Ave & SW 59 Ave File: D0218029.PRN Lnl -East Ln2 -West Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -28 29 -31 32 -34 35 -37 38 -40 41 -43 44 -46 47 -49 50 -52 53 -55 56 -147 Total - ----- -- - ----- - ----- - --- -- - - - - -- ------ - - - - -- --- --- ---- -- --- - -- --- --- - - - --- --- --- - - - - -- -- - - -- -- - - -- --- --- - ----- Grand Totals 6 15 42 80 39 23 5 17 0 1 0 0 0 0 0 228 Percentages 2.63 6.58 18.42 35.09 17.11 10.09 2.19 7.46 0.00 0.44 0.00 0.00 0.00 0.00 0.00 Lane 1 2 Total --------- -- --- ------ - - - - -- - - - - -- Grand Totals 129 99 228 Percentages 56.58 43.42 Speed Summary Total AvgSpd 15 <`ile 50 %ile 85`ile >25 '; >25 >28 &>28 >31 & >31 -- - - - -- - --- -- - -- - -- - - ---- ------ --- - -- -- - -- - - ---- - ---- - -- --- - -- -- 228 23.62 17.26 23.55 30.03 85 37.3 46 20.2 23 10.1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 1 Volume Report with 24 Hour Totals Page Data File D0218031.PRN Station 000000021702 Identification 009600650034 Interval : 15 minutes Start date Feb 18, 10 Start time : 00:00 Stop date Feb 18, 10 Stop time : 24 :00 City /Town Miami, Florida County : Dade Location SW 79 St Between tn�dr�tic' c��Y�sY��Ar� 'cks�4c *��k��c�r�:': irk* x��t��c�ic�ric�r�' SW 62 Ave & SW c�c�c�: ��* �Y' 59 Ave e* 9e�k��" cs4Y�zt�9Y��rssic��c�6r4r *4r 9e 4esk:': k;i Feb 18 Eastbound Volume for Lane 1 --------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 - - 09 -- 10 - - -- 11 - -- -- - - - - -- - - -- 1 5 0 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- 0 - - -- 0 - - -- 4 - - -- 1 5 0 2 30 0 0 0 0 0 0 1 8 2 2 2 1 45 0 0 0 0 0 0 0 4 4 1 2 1 00 0 1 0 0 0 0 1 2 3 - - 1 -- 1 - - -- 1 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 1 - - -- - - -- 0 0 - - -- 0 - - -- 0 - - -- 2 - - -- 18 - - -- 10 9 5 5 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 - - 21 -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 0 - - -- 2 - - -- - - -- 0 3 - - -- 0 - - -- 3 - - -- 1 - - -- 2 - - -- 1 2 1 1 30 0 1 1 2 5 1 3 3 2 3 0 0 45 3 3 0 0 1 4 2 3 1 1 2 0 00 3 2 3 1 2 4 3 1 1 -- - - 2 -- 0 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 6 - - -- 8 - - -- - - -- 4 6 - - -- 8 - - -- 12 - - -- 9 - - -- 9 - - 5 8 3 1 -----------------------------------------------------------------------7-------- 24 Hour Total 129 AM peak hour begins 07:00 AM peak volume 18 Peak hour factor : 0.56 PM peak hour begins 17:00 PM peak volume 12 Peak hour factor : 0.75 Feb 18 Westbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 - - -- 11 - - -- -- - - - - -- - - -- 15 0 - - -- 0 - - -- - - -- 0 0 - - -- 0 - - -- - 0 - -- 0 - - -- 5 - - -- - - 2 -- 2 0 4 30 0 0 0 0 0 0 0 3 1 1 1 2 45 0 0 0 0 1 0 0 4 5 0 2 0 00 0 0 0 0 0 0 0 2 0 1 1 -- 1 - - -- -- - - - - -- - - -- Hr Total 0 - - -- 0 - - -- - - -- 0 0 - - -- 1 - - -- - 0 - -- 0 - - -- 14 - - -- - - 8 -- 4 - - 4 7 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 - - -- -- - - - - -- - - -- 15 .0 - - -- 3 - - -- - - -- 0 1 - - -- 0 - - -- - 1 - -- 3 - - -- 2 - - -- - - 0 -- 0 - - -- 0 0 30 1 2 1 2 1 1 2 3 1 2 1 0 45 1 1 0 2 2 3 3 2 0 2 0 0 00 1 1 4 2 3 3 1 1 2 0 0 0 -- - - - - -- - - -- Hr Total 3 - - -- 7 - - -- - - -- - 5 7 - -- 6 - - -- - 8 - -- 9 - - -- 8 - - -- - - 3 -- 4 - - -- 1 - - -- 0 ------------------------------------------------------------------------------- 24 Hour Total 99 AM peak hour begins 07:00 AM peak volume : 14 Peak hour factor 0.70 PM peak hour begins : 17:30 PM peak volume : 11 Peak hour factor 0.92 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 2 Volume Report with 24 Hour Totals Page Data File D0218031.PRN Station Identification 000000021702 : 009600650034 Interval : 15 minutes Start date : Feb 18, 10 Start time : 00:00 Stop date : Feb 18, 10 Stop time : 24:00 City /Town • Miami, Florida County : Dade Location : SW 79 St Between SW 62 Ave & SW 59 Ave Feb 18 Total Volume for All Lanes --------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 - - -- - - 09 10 -- - - -- 11 -- - - - - -- - - -- 15 0 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 0 0 0 0 0 0 9 3 7 0 6 30 0 0 0 0 0 0 1 11 3 3 3 3 4S 0 0 0 0 1 0 0 8 9 1 4 1 00 0 1 0 0 0 0 1 4 3 -- - - 2 2 -- - - -- 2 - - -- -- - - - - -- - - -- Hr Total 0 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 1 0 0 1 0 2 32 - - 18 13 9 12 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 - - 21 22 -- - - -- 23 - - -- -- - - - - -- - - -- 1 5 0 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 5 0 4 0 4 4 4 - - -- 1 2 1 1 30 1 3 2 4 6 2 5 6 3 5 1 0 45 4 4 0 2 3 7 5 5 1 3 2 0 00 4 3 7 3 5 7 4 2 3 2 0 - - -- 0 - - -- -- - - - - -- - - -- Hr Total 9 - - -- - - -- - - -- - - -- - - -- - - -- - - -- 15 9 13 14 20 18 17 - - -- - - 8 -- 12 4 1 ------------------------------------------------------------------------------- 24 Hour Total : 228 AM peak hour begins : 07:00 AM peak volume : 32 Peak hour factor 0.73 PM peak hour begins : 17:30 PM peak volume : 23 Peak hour factor 0.82 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 02 -23 -2010 Volume by Speed by Lane Report - D0218052.PRN 15:00 Pg 1 ---------------------------------- --------------------------------------------------------------------------- Sta: 000000021701 Id: 009601100013 CId: 01 Fmt: 300 - Imperial Int: 15 Min. Start: Thu - Feb 18, 2010 at 00:00 End: Thu - Feb 18, 2010 at 24:00 City /Town: Miami, Florida County: Dade Location: SW 80 St Between SW 62 Ave & SW 59 Ave File: D0218052.PRN Lnl -West Ln2 -East - --- — ------------------------- --------- -- ------ --- ---- ---- - -- — --- ----- --- — Station Data Summary -------------------- Speed(mph) 1 -10 11 -15 16 -20 21 -25 26 -30 31 -33 34 -36 37 -39 40 -42 43 -45 46 -48 49 -51 52 -54 55 -57 58 -147 Total ---- ---- - - - --- ------ - - ---- - - - - -- - - - - -- - - - --- - --- -- - -- - -- -- ---- - - - --- - - ---- - - - - -- - - - --- ------ --- - -- ------ ------ Grand Totals 8 14 37 226 1393 2680 3041 1794 675 300 72 23 14 3 2 10282 Percentages 0.08 0.14 0.36 2.20 13.55 26.06 29.58 17.45 6.56 2.92 0.70 0.22 0.14 0.03 0.02 Lane 1 2 Total -------------- - - - - -- - - ---- ------ Grand Totals 5810 4472 10282 Percentages 56.51 43.49 Speed Summary Total AvgSpd 15tile 50%ile 85�tile >30 % >30 >33 & >33 >36 %>36 -- -- --- - ----- ---- -- - - - - -- --- - -- -- - - -- - - - -- - - - - -- ----- -- - --- -- - -- 10282 34.23 29.61 34.51 38.49 8604 83.7 5924 57.6 2883 28.0 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 1 Data File D0218054.PRN Station 000000021701 Identification 009601100013 Interval 15 minutes Start date Feb 18, 10 Start time 00:00 Stop date Feb 18, 10 Stop time 24:00 City /Town Miami, Florida County Dade Location SW 80 St Between SW 62 Ave & SW 59 Ave Feb 18 Westbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 - - -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 2 - - -- 2 - - -- - - -- 3 0 - - -- 0 - - -- 1 - - -- - - -- 6 39 - - -- 67 88 73 80 30 3 1 5 1 1 1 11 63 84 64 76 81 45 7 4 1 3 2 6 20 105 86 66 60 74 00 4 2 1 0 1 4 29 109 87 70 - -- 80 - - -- 76 - - -- -= - - - - -- - - -- Hr Total 16 - - -- 9 - - -- - - -- 10 4 - - -- 4 - - -- 12 - - -- - - -- 66 316 - - -- 324 - 288 289 311 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 - -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 72 - - -- 82 - - -- - - -- 95 187 - - -- 163 - - -- 141 - - -- - - -- 125 86 - - -- 58 - 36 19 12 30 87 90 103 177 153 145 120 76 49 31 18 12 45 71 80 136 167 136 155 114 58 35 27 16 11 00 85 97 161 137 134 150 122 50 35 25 - - -- 16 - - -- 6 - - -- -- - - - - -- - - -- Hr Total 315 - - -- 349 - - -- - - -- 495 668 - - -- 586 - - -- 591 - - -- - - -- 481 270 - - -- 177 119 69 41 ------------------------------------------------------------------------------- 24 Hour Total : 5810 AM peak hour begins : 07:30 AM peak volume : 365 Peak hour factor : 0.84 PM peak hour begins : 14:45 PM peak volume : 692 Peak hour factor : 0.93 Feb 18 Eastbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 6 - - -- 1 - - -- - - -- 1 0 - - -- 2 - - -- 1 - - -- - - -- 10 89 - - -- - 138 - 132 62 57 30 2 0 2 0 0 2 15 125 112 110 56 55 45 5 3 3 2 0 1 24 121 110 104 58 53 00 2 3 0 1 2 6 41 120 137 95 73 60 - - -- -- - - - - -- - - -- Hr Total 15 - - -- 7 - - -- - - -- 6 3 - - -- 4 - - -- 10 - - -- - - -- 90 455 - - -- - 497 - -- 441 - - -- 249 225 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 - - -- -- - - - - -- - - -- 15 66 - - -- 67 - - -- - - -- - 66 77 - -- 82 - - -- 68 - - -- - - -- 56 54 - - -- - 38 - -- 32 - - -- 12 8 30 54 74 91 74 83 68 61 42 30 33 11 10 45 69 78 104 75 54 64 52 38 42 23 14 11 00 67 77 89 81 75 65 46 32 27 18 7 5 - - -- -- - - - - -- - - -- Hr Total 256 - - -- 296 - - -- - - -- - 350 307 - -- 294 - - -- - 265 - -- - - -- 215 166 - - -- - 137 - -- 106 - - -- 44 34 ------------------------------------------------------------------------------- 24 Hour Total : 4472 AM peak hour begins : 07:15 AM peak volume : 504 Peak hour factor : 0.91 PM peak hour begins : 14:15 PM peak volume : 361 Peak hour factor : 0.87 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272 -3255 Volume Report with 24 Hour Totals Page 2 Data File : D0218054.PRN Station : 000000021701 Identification : 009601100013 Interval 15 minutes Start date : Feb 18, 10 Start time 00:00 Stop date : Feb 18, 10 Stop time 24:00 City /Town : Miami, Florida County Dade Location : SW 80 St Between SW 62 Ave & SW 59 Ave Feb 18 Total Volume for All Lanes ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 - - -- 10 - - -- 11 - - -- -- - - - - -- - - -- 15 8 - - -- - - -- - - -- 3 4 0 - - -- - - -- - - -- - - -- 2 2 16 128 - - -- 205 220 135 137 30 5 1 7 1 1 3 26 188 196 174 132 136 45 12 7 4 5 2 7 44 226 196 170 118 127 00 6 5 1 1 3 10 70 229 224 165 -- - - -- 153 - - -- 136 - - -- -- - - - - -- - - -- Hr Total 31 - - -- - - -- - - -- 16 16 7 - - -- - - -- - - -- - - -- 8 22 156 771 - - 821 729 538 536 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 - - -- 22 - - -- 23 - - -- -- - - - - -- - - -- 15 138 - - -- - - -- - - -- 149 161 264 - - -- - - -- - - -- - - -- 245 209 181 140 - - -- 96 68 31 20 30 141 164 194 251 236 213 181 118 79 64 29 22 45 140 158 240 242 190 219 166 96 77 50 30 22 00 152 174 250 218 209 215 168 82 62 43 - -- - - -- 23 - - -- 11 - - -- -- - - - - -- - - -- Hr Total 571 - - -- - - -- - - -- 645 845 975 - - -- - - -- - - -- - - -- 880 856 696 436 - 314 225 113 75 ------------------------------------------------------------------------------- 24 Hour Total : 10282 AM peak hour begins : 07:30 AM peak volume : 856 Peak hour factor : 0.93 PM peak hour begins : 14:45 PM peak volume : 1007 Peak hour factor : 0.95 � ', •�� •� - >l i t� �-� vim«. � '. � *� �� z � s �. ital reka °• 2008 Peak Season Factor Category Report - Report Type: ALL Category: 8701 MIAMI -DADE SOUTH MOCF: 0.97 Week Dates SF PSCF ----------------------------- 1 01/01/2008 - 01/05/2008 1.00 1.03 2 01/06/2008 - 01/12/2008 1.01 1.04 3 01/13/2008 - 01/19/2008 1.01 1.04 4 01/20/2008 - 01/26/2008 1.00 1.03 5 01/27/2008 - 02/02/2008 0.99 1.02 * 6 02/03/2008 - 02/09/2008 0.97 1.00 * 7 02/10/2008 - 02/16/2008 0.96 0.99 * 8 02/17/2008 - 02/23/2008 0.96 0.99 * 9 02/24/2008 - 03/01/2008 0.96 0.99 *10 03/02/2008 - 03/08/2008 0.97 1.00 *11 03/09/2008 - 03/15/2008 0.97 1.00 *12 03/16/2008 - 03/22/2008 0.97 1.00 *13 03/23/2008 - 03/29/2008 0.97 1.00 *14 03/30/2008 - 04/05/2008 0.98 1.01 *15 04/06/2008 - 04/12/2008 0.98 1.01 *16 04/13/2008 - 04/19/2008 0.98 1.01 *17 04/20/2008 - 04/26/2008 0.99 1.02 *18 04/27/2008 - 05/03/2008 0.99 1.02 19 05/04/2008 - 05/10/2008 0.99 1.02 20 05/11/2008 - 05/1712008 0.99 1.02 21 05/18/2008 - 05/24/2008 0.99 1.02 22 05/25/2008 - 05/31/2008 1.00 1.03 23 06/01/2008 - 06/07/2008 1.00 1.03 24 06/08/2008 - 06/14/2008 1.01 1.04 25 06/15/2008 - 06/21/2008 1.01 1.04 26 06/22/2008 - 06/28/2008 1.02 1.05 27 06/29/2008 - 07/05/2008 1.03 1.06 28 07/06/2008 - 07/12/2008 1.03 1.06 29 07/13/2008 - 07/19/2008 1.04 1.07 30 07/20/2008 - 07/26/2008 1.04 1.07 31 07/27/2008 - 08/02/2008 1.04 1.07 32 08/03/2008 - 08/09/2008 1.05 1.08 33 08/10/2008 - 08/16/2008 1.05 1.08 34 08/17/2008 - 08/23/2008 1.04 1.07 35 08/24/2008 - 08/30/2008 1.03 1.06 36 08/31/2008 - 09/06/2008 1.02 1.05 37 09/07/2008 - 09/13/2008 1.01 1.04 38 09/14/2008 - 09/20/2008 1.01 1.04 39 09/21/2008 - 09/27/2008 1.00 1.03 40 09/28/2008 - 10/04/2008 1.00 1.03 41 10/05/2008 - 10/11/2008 1.00 1.03 42 10/12/2008 - 10/18/2008 1.00 1.03 43 10/19/2008 - 10/25/2008 1.00 1.03 44 10/26/2008 - 11/01/2008 1.00 1.03 45 11/02/2008 - 11/08/2008 1.00 1.03 46 11/09/2008 - 11/15/2008 1.00 1.03 47 11/16/2008 - 11/22/2008 1.00 1.03 48 11/23/2008 - 11/29/2008 1.00 1.03 49 11/30/2008 - 12/06/2008 1.00 1.03 50 12/07/2008 - 12/13/2008 1.00 1.03 51 12/14/2008 - 12/20/2008 1.00 1.03 52 12/21/2008 - 12/27/2008 1.01 1.04 53 12/28/2008 - 12/31/2008 1.01 1.04 * Peak Season Page 2 of 8 ( : \ {, { i� « I � > � ii 7! 0 X 2S 0 20 I,.;,) a SW 62nd Avenue between SW76th Streetand SW73th Street 34.84MPH 4 -t C4 -4 -4 -4 SW 1st Aveno e sou 11) of McDon aid's Driveway 85'h Percentile Speed: 22.41 MPH 70 vi= > -4 xm z- 'Z 6-1 C, S. B, �71 -4 e Speed: 30.17 MPH SLR/ SM Court between W 78th Street and SW 80th Street 99 85 "' Percentii 1 0 wy 4 w°A* d ,4 INk c"•2 # *d fi'r. °'$ U "< era g,. x,7 +". «d IN a°.,p..Al -t ifs e Speed: 30.17 MPH SLR/ SM Court between W 78th Street and SW 80th Street 99 85 "' Percentii 1 ,4 e Speed: 30.17 MPH q SW S7th Court bet en SW 78th Street and $W 80th Street CL CA. �4 „X —4 —4 —4 4 —4 5 Speed: 24.84 MPH 1111-114-1- 116 "Ah— IS 8 SW Sgth Avenue between SW 76th Street and SW 77th Terrate > 85'h Percentile Speed: 31.21 MPH 70 4 4 0 148 30 :7 4 CC CZ d k a. 4. 'L K a. --J t-4 'C-' r" 6)' s:N q SW S7th Court bet en SW 78th Street and $W 80th Street CL CA. �4 „X —4 —4 —4 4 —4 5 Speed: 24.84 MPH 1111-114-1- 116 "Ah— IS 8 > 4 q SW S7th Court bet en SW 78th Street and $W 80th Street CL CA. �4 „X —4 —4 —4 4 —4 5 Speed: 24.84 MPH 1111-114-1- 116 "Ah— IS 8 7 Ci 0 > 21 2 Q 0 m m SW Wth Avenue between SW 76th Street and SW 77th Terrace 4 V -X 4 -X 't & as Z a C, C4 V6 -t It, r, u 01 t� -t o $W74tb Street between SW S9tb Avenue and 5WS8th Averme i a OL 6. a 0- 0 0 k::A --4 -4 --4 -4 the Speed: 24.84 MPH le Speed. 26.75 --o—E6 MPH 100 ci 0 70 a. 45 20 I S IQ 5 SW 76th Strieet betmen SW 60th Avenue and SW 59th Court a6 c, Sit 76th Street between SW 59th Avenue andSW Safi Av env e - 4 4 -4 "If -lic at 4 4 l �`i ,f , 2,. & a a 4. a. i1 CL C, Z5 ',4 1 o, 7, -1 rA -4 e4 AA r -4 -4 peed: 32.47 MPH Eb e Speed: 30.29 MPH SW 77th Terrace bets e th Avenue and SW 58th Avenue 45 40 35 25 20 15 10 Sv%' 76th Weet bet,.,,,eeu S,,%1 61st Avenue and Wth Avenue W. GAS.. ," �f :Tx —t —x -v x -,x Z, 2, Z, K i m: ZZ N- 2, E K 4t- It, It, -4 IN I'A "r bN CI t t',+ 3' -4 le Speed: 32.79 MPH —011--, EB v 6 rt 45 85`h Percentile Speed: 30.28 MPH •5 2C. Es Is �:' C i-, 7� �4 "N tkrt "t b" vL fw, 0 -4 -4 45 40 35 25 20 15 10 Sv%' 76th Weet bet,.,,,eeu S,,%1 61st Avenue and Wth Avenue W. GAS.. ," �f :Tx —t —x -v x -,x Z, 2, Z, K i m: ZZ N- 2, E K 4t- It, It, -4 IN I'A "r bN CI t t',+ 3' -4 le Speed: 32.79 MPH —011--, EB v 6 SW 79th Street between SW 62nd Avenue and SW 59th Avenue riltl flo > SIvIV 80t h Street bet,.-; een SW 62o d A',.,enu P- an (I SVV 590 Av, eim e -7 -I ,f -,f -,1 -1 --$".. -T Lk CL a1 eL C. z�. tam nL e, Ci f:, ez, -4 -4 MPH le Speed: 38.49 MPH 20 18 85'h Percentile Speed: 30 16 14 12 0 > 10 z :3 0 8 --416- WB 6 4 .It 1< <r < < d < < < < < Ia. m m & cL 0 a. 0- 0, m C. r-4 of -,t to ti-, t-, to 0 o -i N rn z:r Ln 0 1- Co a', o -4 -4 a 14 1-1 riltl flo > SIvIV 80t h Street bet,.-; een SW 62o d A',.,enu P- an (I SVV 590 Av, eim e -7 -I ,f -,f -,1 -1 --$".. -T Lk CL a1 eL C. z�. tam nL e, Ci f:, ez, -4 -4 MPH le Speed: 38.49 MPH