cdmp amendment t ransportation a nalysis · cdmp amendment t ransportation a nalysis november...

C D M P A M E N D M E N T T R A N S P O R T A T I O N

A N A L Y S I S

November 2014/2015 CDMP Amendment App l i ca t ion No . 4

P r e p a r e d f o r : S o u t h D i x i e a n d 1 2 2 , L L C

C A T H Y S W E E T A P P L E & A S S O C I A T E S T R A N S P O R T A T I O N A N D M O B I L I T Y P L A N N I N G

101 North Gordon Road, Fort Lauderdale, Florida 33301 954-463-8878 office 954-525-4303 fax Email: [email protected]

November 2014 / 2015 CDMP Amendment Application No. 4 CDMP Amendment Transportation Analysis February 2015

i

November 2014 / 2015 CDMP Amendment Application No. 4 CDMP Amendment Transportation Analysis

Table of Contents

Executive Summary ........................................................................................................................................................................... ii Introduction and Site Location .......................................................................................................................................................... 1 Trip Generation for the Amendment Site .......................................................................................................................................... 1 CDMP Amendment Transportation Analysis ..................................................................................................................................... 4 Programmed Transportation Improvements ..................................................................................................................................... 4 Planned Transportation Improvements ............................................................................................................................................. 4 Existing Transit Service .................................................................................................................................................................... 4 Traffic Concurrency Analysis – Year 2020 Short Term Planning Horizon......................................................................................... 7 Conclusions to the Traffic Concurrency Analysis .............................................................................................................................. 8 Conclusions to the CDMP Amendment Transportation Analysis .................................................................................................... 15

List of Figures

1A Site Location ..................................................................................................................................................................... 2 1B Regional Roadway Network .............................................................................................................................................. 3 2A Programmed and Planned Improvements ......................................................................................................................... 5 2B Existing Miami-Dade Transit Service in the Study Area .................................................................................................... 6 3A Location of Project Zone 1183 ........................................................................................................................................ 10 3B Cardinal Distribution for Zone 1183 from Year 2005 and Year 2035 of the 2035 LRTP ................................................. 11 3C Year 2020 – Traffic Concurrency Distribution and Assignment for Zone 1183 ............................................................... 12 3D Traffic Concurrency Count Stations ................................................................................................................................ 13 3E Traffic Concurrency Distribution – TAZ 1183 .................................................................................................................. 14

List of Tables 1A Trip Generation for the Approved Land Use ..................................................................................................................... 1 1B Trip Generation for the Proposed Land Use ..................................................................................................................... 1 1C Net New Trip Generation – Proposed vs Approved .......................................................................................................... 1 2 Trip Generation Summary – Proposed vs Approved Land Use ........................................................................................ 1 3A Programmed Transportation Improvements from TIP 2015 .............................................................................................. 4 3B Planned Transportation Improvements (2015-2040) ......................................................................................................... 4 3C Existing Transit Service in the Study Area ........................................................................................................................ 4 4 Traffic Concurrency Capacity Analysis for the Short Term Planning Horizon ................................................................... 9

List of Attachments Attachment 1…………………………………………………………………………………………………….……Adopted LOS Standards

Attachment 2………………………………………………………………………………………………………….………….....Traffic Data

November 2014 / 2015 CDMP Amendment Appl icat ion No. 4

CDMP Amendment Transportat ion Analysis

Executive Summary

November 2014 / 2015 CDMP Amendment Application No. 4 CDMP Amendment Transportation Analysis Executive Summary

ii

This proposed change to the Miami-Dade County CDMP has been submitted by South Dixie and 122, LLC for +1.59 gross acres (+1.59 net acres), located in Section 15, Township 55, Range 40, and which is bounded by SW 122 Street on the south and the Busway/South-Dixie Highway corridor on the east. This proposed change seeks to redesignate the subject property from “Estate Density” (at 1 to 2.5 du/acre), to “Low-Medium Density” (at 6 to 13 du/acre). The gross and net new trips resulting from the proposed change are outlined below.

Table 2 – Trip Generation Summary – Proposed vs Approved Land Use Timeframe Proposed Use Units Gross Trips Approved Use Units Gross Trips Net New Trips

Daily Townhomes 20 DU 159 Single Family 3 DU 29 130 AM Peak Hour Townhomes 20 DU 13 Single Family 3 DU 2 11 PM Peak Hour Townhomes 20 DU 16 Single Family 3 DU 3 13

Vehicular Access The Amendment Site is well served by the existing regional roadway network, and is situated on the west side of the Busway and is accessible from SW 124 Street to SW 84 Avenue to SW 122 Street. SW 124 Street is an east-west 2 lane Collector Roadway which provides access to South Dixie Highway on the east (a State Principal Arterial) and to SW 87 Avenue on the west (a State Minor Arterial). SW 124 Street intersects with US-1 and the Busway Transit Corridor providing regional access to/from the Amendment site. Transit Access The site is adjacent to exceptional local and regional transit access provided by Miami-Dade Transit and the Busway Corridor with MDT routes 31 Busway Local, 34 Busway Flyer, 38 Busway Max, 52 and 252. Route 136 is located 1 block west of the Application Site with service along SW 87 Avenue which connects to the Dadeland South Metrorail Station on the north and the Falls Shopping Center on the south. Miami-Dade Transit recently opened a new Busway Station at SW 120 Street. Traffic Concurrency Standards Pursuant to the Miami-Dade County Concurrency Management System, all study area traffic count stations on roadways adjacent to the Amendment Site have been found to operate at acceptable levels of service during the peak hour period for the Year 2020 Short Term Planning Horizon, accounting for existing traffic, previously approved committed development traffic, plus the traffic from the Amendment Site. Available capacity and acceptable levels of service are maintained for the adjacent count stations and the study area roadway segments, meeting the traffic concurrency standards from the Miami-Dade County CDMP.


1

November 2014 / 2015 CDMP Amendment Appl icat ion No. 4 CDMP Amendment Transportat ion Analysis

Introduction and Site Location This proposed change to the Miami-Dade County Comprehensive Development Master Plan (CDMP) has been submitted by South Dixie and 122, LLC for +1.59 gross acres (+1.59 net acres), located in Section 15, Township 55, Range 40, and which is bounded by SW 122 Street on the south and the Busway/South-Dixie Highway corridor on the east as depicted in Figure 1A. This proposed change seeks to redesignate the subject property from “Estate Density” (at 1 to 2.5 du/acre), to “Low-Medium Density” (at 6 to 13 du/acre). The vacant property is situated on the west side of the Busway and is accessible from SW 124 Street to SW 84 Avenue to SW 122 Street. SW 124 Street is an east-west 2 lane Collector Roadway which provides access to South Dixie Highway on the east (a State Principal Arterial) and to SW 87 Avenue on the west (a State Minor Arterial). SW 124 Street intersects with US-1 and the Busway Transit Corridor as depicted in Figure 1B. Trip Generation for the Amendment Site A trip generation analysis has been prepared for the approved and proposed land use designations for the daily, AM peak hour and PM peak hour timeframes using the rates and equations from ITE Trip Generation, 9th Edition. The analysis uses ITE LUC 230/231 for the 20 townhomes proposed (based upon 13 du/acre), compared to 3 single family dwelling units permitted (based upon 2.5 du/acre). The trip generation analysis is provided in Tables 1A, 1B and 1C below to reflect the trip generation for Proposed Uses, Approved Uses and the PM peak hour trip comparison for the proposed change. A summary of the Gross Trips and the Net New Trips for the proposed and approved land uses are provided in Table 2 below for the Daily, AM peak hour and PM peak hour timeframes. Since the site is currently vacant, the CDMP Amendment Transportation Analysis will utilize the full traffic impact of the units proposed.

LAND USE TIMEFRAME ITE LUC ITE 9TH EDITION TOTAL % IN TRIPS IN % OUT TRIPS OUT TOWNHOMES (6‐13 du/acre) DAILY 20 DU 230 Ln (T) = 0.87 Ln (X) + 2.46 159 50% 80 50% 79 TOWNHOMES (6‐13 du/acre) AM PEAK HOUR 20 DU 231 T = 0.67 (X) 13 25% 3 75% 10 TOWNHOMES (6‐13 du/acre) PM PEAK HOUR 20 DU 231 T = 0.78 (X) 16 58% 9 42% 7

LAND USE TIMEFRAME ITE LUC ITE 9TH EDITION TOTAL % IN TRIPS IN % OUT TRIPS OUT SINGLE FAMILY (1‐2.5 du/acre) DAILY 3 DU 210 T = 9.52 (X) 29 50% 14 50% 15 SINGLE FAMILY (1‐2.5 du/acre) AM PEAK HOUR 3 DU 210 T = 0.75 (X) 2 25% 1 75% 1 SINGLE FAMILY (1‐2.5 du/acre) PM PEAK HOUR 3 DU 210 T = 1.0 (X) 3 63% 2 37% 1

LAND USE TIMEFRAME ITE LUC ITE 9TH EDITION PM PK HR % IN TRIPS IN % OUT TRIPS OUT TOWNHOMES (6‐13 du/acre) PM PEAK HOUR 20 DU 231 T = 0.78 (X) 16 58% 9 42% 7 SINGLE FAMILY (1‐2.5 du/acre) PM PEAK HOUR 3 DU 210 T = 1.0 (X) 3 63% 2 37% 1 NET NEW DU AND TRIPS 17 DU 13 56% 7 44% 6Cathy Sweetapple & Associates 2/9/2015

TABLE 1B ‐ APPLICATION NO 4 ‐ TRIP GENERATION FOR THE APPROVED LAND USEUNITS

TABLE 1C ‐ APPLICATION NO 4 ‐ NET NEW TRIP GENERATION ‐ PROPOSED VS APPROVEDUNITS

TABLE 1A ‐ APPLICATION NO 4 ‐ TRIP GENERATION FOR THE PROPOSED LAND USEUNITS

Table 2 – Trip Generation Summary – Proposed vs Approved Land Use Timeframe Proposed Use Units Gross Trips Approved Use Units Gross Trips Net New Trips

Daily Townhomes 20 DU 159 Single Family 3 DU 29 130 AM Peak Hour Townhomes 20 DU 13 Single Family 3 DU 2 11 PM Peak Hour Townhomes 20 DU 16 Single Family 3 DU 3 13

Source: Cathy Sweetapple & Associates

N

Site Figure 1ASite Location

November 2014 / 2015 CDMP Amendment Application No. 4

+ 1.59 Gross Acres+ 1.59 Net Acres

SW 124 ST

SW 84 Ave

SW 124 St

SW 82 Ave

SW 87 Ave

SW 120 St

SW 119 St

SW 122 ST

SW 120 ST

2


Site Figure 1BRegional Roadway Network


NSW 112 St

SW 92 Av

e

SW 124 ST

SW 128 ST

SW 120 St

SW 124 ST

SW 77 Av

e

SW 82 Ave

SW 120 St

SW 82 Ave

SW 84 Ave

SW 87 Ave

SW 87 Ave

Urban Principal Arterial – Freeway/ExpresswayUrban Principal Arterial ‐ OtherUrban Minor ArterialUrban CollectorLocal Road

Source: FDOT 2013 Florida Transportation Information DVDMiami‐Dade County Roadway Functional Classification 2012 ‐ Figure 2

Site

SW 128 ST

3


4

CDMP Amendment Transportation Analysis A CDMP Amendment Transportation Analysis has been prepared to examine the future transportation impacts resulting from the proposed modifications to the CDMP, examining the adequacy of the transportation infrastructure within the five year - short term (Year 2020) planning horizon. The transportation analysis includes a concurrency analysis for an evaluation of short term traffic conditions as required for Small Scale Amendments to the CDMP. The study area includes the first directly accessed traffic count stations on the arterial and collector roadway network bounded generally by SW 97 Avenue the west, SW 136 Street on the south and SW 77 Avenue on the east and SW 112 Street/Killian Drive on the north as depicted on attached Figure 2A. The transportation analysis evaluates the adequacy of the existing and funded public facilities to support the infrastructure demand for the proposed Amendment incorporating the following: Transportation improvements from TIP 2015 identifying funded improvements for the Short Term Planning Horizon; Identification of the planned transportation improvements from the LRTP 2040 (for information only); and the Existing local and regional transit service in the study area. Programmed Transportation Improvements - Programmed transportation improvements from TIP 2015 reflect funded roadway projects that will result in network lane expansion or network improvement and rehabilitation between the Years 2014 and 2019. The improvements within the study area are identified on Figure 2A and Table 3A.

Table 3A – Programmed Transportation Improvements from TIP 2015 TIP Page No. TIP Project No. Limits Improvement Activity Timeframe

A1-456 DT4334891 US-1 at SW 104 Street Intersection Improvement Construction 2017-2018 Source: TIP 2015 adopted by the Miami-Dade MPO on June 19, 2014.

Planned Transportation Improvements - Planned transportation improvements from Priorities II, III and IV of the Long Range Transportation Plan (LRTP) 2040 have been established as the cost feasible transportation infrastructure that will be in place by the Year 2040. The planned transportation improvements within or adjacent to the study area are identified on Figure 2A and Table 3B.

Table 3B – Planned Transportation Improvements (2015 – 2040)

LRTP Page No. Roadway Limits Improvement Timeframe LRTP Priority 6-16 US-1-Busway at 104 St US-1 Busway at SW 104 St Park and Ride with 250 to 300 Spaces 2021-2025 II Source: 2040 Long Range Transportation, October 23, 2014.

Existing Transit Service - Miami-Dade Transit provides local and regional transit access adjacent to the site via MDT Route 136 and the Busway Corridor providing additional access to the following routes: 31 Busway Local, 34 Busway Flyer, 38 Busway Max, 52 and 252 (see Figure 2B). Route 136 is located 1 block west of the Application Site with service along SW 87 Avenue which connects to the Dadeland South Metrorail Station on the north and the Falls Shopping Center on the south. A summary of weekday and weekend service headways are provided on Table 3C. Miami-Dade Transit recently opened a new Busway Station at SW 120 Street.

Table 3C – Existing Transit Service in the Study Area Transit Route Serving the Amendment Site

Major Roadways Served By Metrobus Route AM and PM Peak Hour

Service Headways Saturday/Sunday

Service Headways Route 52 Busway,152 St,102 Ave,103 Ave,107 Ave, 117 Ave 30 minutes 45 / 60 minutes Route 136 SW 87 Avenue 1 block west of Application Site 45 minutes n/a

Route 252 – Coral Reef Max Busway to SW 152 Street 20 minutes 60 / 60 minutes Route 31 – Busway Local Busway Corridor 15 minutes 30 / 30 minutes Route 34 – Busway Flyer Busway Corridor 7.5 minutes n/a

Route 38 – Busway Max Busway Corridor 12 minutes 15 / 20 minutes


Site Figure 2AProgrammed and Planned Improvements


N

SW 87 Ave

SW 112 St

SW 92 Av

e

SW 124 ST

SW 128 ST

SW 120 St

SW 124 ST

SW 77 Av

e

SW 82 Ave

SW 120 St

SW 82 Ave

SW 84 Ave

SW 87 Ave

Site

Roadway Construction from TIP 2015

Addition of Special Use/Express Lanes

Add 2L to create 6LD – Priority IV of the 2040 LRTP – Page 6‐30 – [2031–2040]

Park and Ride Multi‐Modal Facility – Priority II of the 2040 LRTP – Page 6‐16 [2021‐25]

Provide a Busway Park and Ride Facility at SW 104 Street with 250‐300 Surface Spaces.P

Busway Park and Ride Facility Planned in Priority II of the LRTP at the Busway corridor and SW 104 Street to provide 250 to 300 Surface Parking Spaces. Implementation Planned in years 2021‐25.

P

5


Figure 2BExisting Miami‐Dade Transit Service in the Study Area


N

Site

Site Location

Exceptional Access to Regional Transit is provided by Route 136 and theBusway Corridor adjacent to the Amendment Site: 31 Busway Local, 34Busway Flyer, 38 Busway Max, Route 52 and 252. The Site is adjacent toa new Busway station located at SW 120 Street and US‐1. Route 136 islocated 1 block to the West of the Site along SW 87 Avenue.

6


7

Traffic Concurrency Analysis – Year 2020 Short Term Planning Horizon A traffic concurrency infrastructure analysis for the Year 2020 short term planning horizon has been prepared to examine the concurrency status of the surrounding roadways consistent with the Miami-Dade County traffic concurrency criteria and guidelines. Pursuant to the analysis performed herein, adequate capacity has been found to exist at the first directly accessed and secondary traffic count stations located adjacent to and surrounding the project site. Each traffic count station has been found to maintain adequate available capacity for the short term planning horizon to accommodate the traffic impacts for 20 townhomes which is the maximum number of units that would be permitted by this CDMP Amendment. The addition of 16 Gross PM Peak Hour Trips does not exceed the available roadway capacity assigned to the surrounding traffic count stations by Miami-Dade County and FDOT using the latest count data available which reflects Year 2013 traffic counts from FDOT and Year 2014 traffic counts from Miami-Dade County. Pursuant to the Miami-Dade Concurrency Management System, all study area traffic count stations on roadways adjacent to the Amendment Site have been found to operate at acceptable levels of service during the peak hour period, accounting for existing traffic, previously approved committed development traffic, plus the traffic from the proposed Amendment Site. Available capacity and acceptable levels of service are maintained for the adjacent count stations and the study area roadway segments, meeting the traffic concurrency standards from the Miami-Dade County Comprehensive Development Master Plan. Based upon these findings, adequate existing and funded transportation infrastructure are maintained for the short term planning horizon to support the development program proposed by this Amendment. The traffic concurrency infrastructure analysis is presented in Table 4 and includes the information listed below.

Traffic Count Data Traffic counts for roadways under both County and State jurisdiction reflect peak hour period traffic count data from the years 2013 or 2014 using the most recent data available from FDOT and Miami-Dade County. Adopted LOS Standards and the Maximum Service Volumes The adopted level of service standards for each County count station are provided by Miami-Dade County in their traffic concurrency database. The maximum service volumes for the County count stations have been obtained from the Miami-Dade County ArtPlan calculations provided in the June 30, 2014 Traffic Concurrency Count Station Database. The maximum service volumes for the State count stations are based upon Table 4 for the Two-Way Peak Hour from the FDOT 2012 Quality/LOS Handbook. Development Order Trips The development order trips for each count station has been obtained from the Miami-Dade County using Committed Development Data updated in September of 2014.

Project Assignment The project traffic assignment to the surrounding study area roadways has been established using the Miami-Dade County Cardinal Distribution for Zone 1183 as obtained through interpolation for the Year 2020 using the Year 2005 and Year 2035 Cardinal Directions from the 2035 Long Range Transportation Plan (LRTP). The assignment and distribution of the 16 gross PM peak hour trips are provided using the figures listed below.

Figure 3A - Location of Project Zone 1183 Figure 3B - Cardinal Distribution for Zone 1183 from Year 2005 and Year 2035 of the 2035 LRTP Figure 3C – Interpolated Distribution for Year 2020 for TAZ 1183 using 2005 and 2035 of the 2035 LRTP Figure 3D - Traffic Concurrency Count Stations Figure 3E - Traffic Concurrency Distribution


8

Total Traffic Conditions The Concurrency Analysis presented in Table 4 identifies the total peak hour period traffic at each of the first directly accessed count stations and the remaining capacity still available after the addition of the traffic for the Amendment Site. Table 4 addresses the Year 2020 Short Term Traffic Conditions for the count stations and/or roadway segments outlined below.

FDOT Station 0058 – SR 990/Killian Drive west of SW 87 Avenue FDOT Station 8550 – SW 120 Street west of SW 92 Avenue FDOT Station 1077 – SW 87 Avenue south of SW 128 Street Miami-Dade Station 9968– SR 5/US-1 south of SW 128 Street FDOT Station 8375 – SW 82 Avenue south of SW 128 Street Miami-Dade Station 9692 – SW 77 Avenue south of SW 128 Street FDOT Station 8376 – SW 124 Street east of SW 77 Avenue Station 0014 – SR 5/US-1 south of SR 990/Killian Drive

Conclusions for the Traffic Concurrency Analysis for the Short Term Planning Horizon The determination of available capacity and level of service for each of the first directly accessed traffic count stations is made after incorporating the total project traffic from the proposed Amendment Site. Pursuant to the Miami-Dade County Concurrency Management System, all study area traffic count stations on roadways adjacent to and surrounding the project site were found to operate at acceptable levels of service during the peak hour period, accounting for existing traffic, previously approved committed development traffic, plus the total project traffic for the proposed Amendment Site. Based upon these findings, adequate existing transportation infrastructure is maintained in the Year 2020 Short Term Planning Horizon to support this proposed CDMP Amendment Application.

TABLE 4

TRAFFIC CONCURRENCY CAPACITY ANALYSIS FOR THE SHORT TERM PLANNING HORIZON 2/10/2015

[1] [1] [2] [3] Most Capacity Capacity Zone [4] Total Capacity Meets

Two Way Current Available Available 1183 Gross PHP Vol Available AdoptedSTATION Existing Peak Hour Count after D.O. Trips after Cardinal PM Trips with after Adopted Actual StandardNUMBER DESCRIPTION Lanes Capacity PHP Vol Date PHP Vol 9/16/2014 D.O.'s Dist 16 Project Project LOS LOS Yes/No

First Directly Accessed Concurrency Stations:

0058 SR 990/Killian Dr, wo SW 87 Ave A 2 1,410 1,176 10/1‐3/13 234 0 234 11.70% 2 1,178 232 SUMA ‐E D Yes

8550 SW 120 St, West of SW 92 Ave 2 958 33 2/21‐22/12 925 0 925 9.97% 2 35 923 D C Yes

1077 SR 973/SW 87 Ave, so SW 128 St A 2 1,410 1,084 7/8‐10/13 326 16 310 6.89% 1 1,101 309 SUMA ‐E D Yes

9968 SR 5/US‐1, South of SW 128 St A 6 6,468 4,337 2014 2,131 16 2,115 15.77% 3 4,356 2,112 EE C Yes

8375 SW 82 Ave, South of SW 128 St 2 1,269 1,173 4/24/13 96 0 96 5.47% 1 1,174 95 E D Yes

9692 SW 77 Ave, South of SW 128 St 2 1,269 1,076 2014 193 0 193 4.14% 1 1,077 192 E D Yes

8376 SW 124 St, East of SW 77 Ave 2 1,197 715 4/24/13 482 0 482 7.69% 1 716 481 D D Yes

0014 SR 5/US‐1, South of Killian Dr A 6 6,468 4,527 1/22‐24/13 1,941 10 1,931 38.38% 6 4,543 1,925 EE C Yes

100.01% 16

Notes: [1] The lane geometry and maximum service volumes for County Roadways have been obtained from the Miami‐Dade County Public Works Department Concurrency Database, unless otherwise noted.

Source for the maximum service volumes for State Count Stations have been obtained from Table 4 of the 2012 FDOT Quality/LOS Handbook last updated 12/18/2012.[2] Source for the PHP counts: Miami‐Dade County Public Works for County Stations and the 2013 FDOT Traffic Information DVD for the State Stations.[3] Source for the Approved D.O.'s: Miami‐Dade County Public Works Concurrency Database dated 9‐16‐2014 for County and State Stationss. Average Count Average Count

Station Day 1 Day 2 Day 3 PHP Date Station Day 1 Day 2 Day 3 PHP Date0014 4487 4598 4569 2307 1/22‐24/13 8375 1097 0 0 1097 4/2/13

4456 4641 4410 2355 1/22‐24/13 1248 0 0 1248 4/2/13PHP 4472 4619.5 4489.5 4527 PHP 1173 0 0 1173 0058 1157 1116 1212 1162 10/1‐3/13 8376 630 0 0 630 4/2/13

1238 1234 1101 1191 10/1‐3/13 799 0 0 799 4/2/13PHP 1198 1175 1156.5 1176 PHP 715 0 0 715 1077 1128 1064 1044 1079 7/8‐10/13 8550 25 33 0 29 2/21‐22/13

1125 1063 1080 1089 7/8‐10/13 43 29 0 36 2/21‐22/13PHP 1127 1063.5 1062 1084 PHP 34 31 0 33

NOVEMBER 2014 / 2015 CDMP AMENDMENT APPLICATION NO. 4

Application No. 4

PHP Calculations

November 2014 / 2015 CDMP Amendment Transportation AnalysisApplication No. 4

9


Figure 3ALocation of Project Zone 1183


N

Base map reflects the Miami-Dade County Year 2000 TAZ Map.

ENE

SSE

NNE

ESE

SSW

NNW

WSW

WNW

Site Location

1269

10

Source: Miami‐Dade 2035 Long Range Transportation Plan ‐ Directional Trip Distribution Report, October 2009.


Figure 3B2005 and 2035 Cardinal Distribution for Zone 1183


11


Figure 3CProject Assignment Using the Cardinal Distribution for TAZ 1183


2005 2035 2020 Net NewZone 1183 Zone 1183 Rate Zone 1183 PM Peak Hour

Cardinal Cardinal Cardinal 2035-2005 Per Year Cardinal Project TripsDirection Distribution Distribution Difference 30 Years 15 Years Distribution 16

NNE 30.43% 46.33% 15.90% 0.53% 7.95% 38.38% 6ENE 7.03% 8.35% 1.32% 0.04% 0.66% 7.69% 1ESE 3.29% 4.99% 1.70% 0.06% 0.85% 4.14% 1SSE 5.78% 5.15% -0.63% -0.02% -0.32% 5.47% 1SSW 19.75% 11.78% -7.97% -0.27% -3.99% 15.77% 3WSW 9.96% 3.82% -6.14% -0.20% -3.07% 6.89% 1WNW 9.25% 10.69% 1.44% 0.05% 0.72% 9.97% 2NNW 14.50% 8.89% -5.61% -0.19% -2.81% 11.70% 2

99.99% 100.00% 100.00% 16Source: Miami-Dade 2035 Long Range Transportation Plan - Directional Trip Distribution Report, October 2009.

INTERPOLATED CARDINAL DISTRIBUTION TO 2020 FOR YEARS 2005 AND 2035TAZ 1183

TRIP DISTRIBUTION

NNW NNE11.70% 38.38%

TAZ # # 1183

Trips 16 PM Trips

NNE 38.38% 6 WNW ENE 9.97% 7.69%

ENE 7.69% 1

ESE 4.14% 1

SSE 5.47% 1

SSW 15.77% 3 WSW ESE6.89% 4.14%

WSW 6.89% 1

WNW 9.97% 2SSW SSE

NNW 11.70% 2 15.77% 5.47%

100.00% 16

CARDINAL DISTRIBUTION

PROJECT: CDMP APPLICATION NO. 4

2 6

1

1

13

1

2

12


Site Figure 3DTraffic Concurrency Count Stations


N

SW 87 Ave

XXXX First Directly Accessed Count Stations

9968

0014

SW 112 St

SW 92 Av

e

SW 124 ST

0058

SW 128 ST

SW 120 St

SW 124 ST

SW 77 Av

e

SW 82 Ave

8375 9692

8376

8550SW 120 St

SW 82 Ave

SW 84 Ave

SW 87 Ave

1077

Site

13


Site Figure 3EDistribution Percent at Each of the Count Stations


N

SW 87 Ave

15.77%

38.38%

SW 112 St

SW 92 Av

e

SW 124 ST

11.70%

SW 128 ST

SW 120 St

SW 124 ST

SW 77 Av

e

SW 82 Ave

5.47% 4.14%

7.69%

9.97%SW 120 St

SW 82 Ave

SW 87 Ave

6.89%

XX.XX%

XX.XX%

Cardinal Distribution at Existing Count Stations = 100% ‐ TAZ 1183

Distribution Adjacent to Site = 100%

21.67%

78.33%

Site

14


15

Conclusions Vehicular Access The Amendment Site is situated on the west side of the Busway Corridor and is accessible from SW 124 Street to SW 84 Avenue to SW 122 Street. SW 124 Street is an east-west 2 lane Collector Roadway which provides access to South Dixie Highway on the east (a State Principal Arterial) and to SW 87 Avenue on the west (a State Minor Arterial). Transit Access The site is adjacent to exceptional local and regional transit access provided by Miami-Dade Transit and the Busway Corridor with MDT routes 31 Busway Local, 34 Busway Flyer, 38 Busway Max, 52 and 252. Route 136 is located 1 block west of the Application Site with service along SW 87 Avenue which connects to the Dadeland South Metrorail Station on the north and the Falls Shopping Center on the south. Miami-Dade Transit recently opened a new Busway Station at SW 120 Street. Traffic Concurrency Standards Pursuant to the Miami-Dade County Concurrency Management System, all study area traffic count stations on roadways adjacent to the Amendment Site have been found to operate at acceptable levels of service during the peak hour period for the Year 2020 Short Term Planning Horizon, accounting for existing traffic, previously approved committed development traffic, plus the traffic from the Amendment Site. Available capacity and acceptable levels of service are maintained for the adjacent count stations and the study area roadway segments, meeting the traffic concurrency standards from the Miami-Dade County CDMP.

Attachment 1

Adopted LOS Standards

II-12

SUMMARY MIAMI-DADE COUNTY

TRAFFIC CIRCULATION LEVEL OF SERVICE STANDARDS

Peak Period* LOS Standards Non-SIS Roadways

Location

Transit Availability

No Transit Service 20 Min. Headway Transit Service Within 1/2 Mile

Extraordinary Transit Service (Commuter Rail, Metrorail, People Mover,

Bus Rapid Transit, Express Bus, or

Enhanced Bus Service)

Outside UDB LOS C-State Minor Arterials LOS C-County Roads and State Principal Arterials

Between UIA and UDB

LOS D (90% of Capacity); or LOS E (100% Capacity) on SUMAs

LOS E (100% of Capacity)

120% of Capacity

Inside UIA LOS E (100% of Capacity)

120% of Capacity

150% of Capacity

SIS Roadways

SIS Facility Location

Outside UDB

Inside UDB

Roadways Parallel to Exclusive

Transit Facilities

Inside Transportation Concurrency Management

Areas

Constrained or

Backlogged Roadways

Limited Access Facilities C D [E] D [E] D [E] Manage

Controlled Access Facilities C D E E Manage

NOTES: LOS inside of [brackets] applies to general use lanes only when exclusive thru lanes exist.

SIS= Strategic Intermodal System UIA= Urban Infill Area--Area east of, and including NW/SW 77 Avenue and SR 826 (Palmetto Expressway),

and excluding the area north of SR 826 and west of I-95. UDB=Urban Development Boundary SUMA=State Urban Minor Arterial

*Peak-period means the average of the two highest consecutive hours of traffic volume during a weekday.

2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES

TABLE 4 Generalized Peak Hour Two-Way Volumes for Florida’s

Urbanized Areas1

12/18/12

INTERRUPTED FLOW FACILITIES UNINTERRUPTED FLOW FACILITIES

Non-State Signalized Roadway Adjustments (Alter corresponding state volumes

by the indicated percent.) Non-State Signalized Roadways - 10%

STATE SIGNALIZED ARTERIALS

Class I (40 mph or higher posted speed limit) Lanes Median B C D E

2 Undivided * 1,510 1,600 **

4 Divided * 3,420 3,580 ** 6 Divided * 5,250 5,390 **

8 Divided * 7,090 7,210 **

Class II (35 mph or slower posted speed limit)

Lanes Median B C D E

2 Undivided * 660 1,330 1,410

4 Divided * 1,310 2,920 3,040

6 Divided * 2,090 4,500 4,590

8 Divided * 2,880 6,060 6,130

Freeway Adjustments

Auxiliary Lanes

Present in Both Directions

Ramp

Metering

+ 1,800 + 5%

FREEWAYS Lanes B C D E

4 4,120 5,540 6,700 7,190

6 6,130 8,370 10,060 11,100

8 8,230 11,100 13,390 15,010

10 10,330 14,040 16,840 18,930

12 14,450 18,880 22,030 22,860

Median & Turn Lane Adjustments

Lanes Median Exclusive Left Lanes

Exclusive Right Lanes

Adjustment Factors

2 Divided Yes No +5%

2 Undivided No No -20%

Multi Undivided Yes No -5% Multi Undivided No No -25%

– – – Yes + 5%

One-Way Facility Adjustment

Multiply the corresponding two-directional volumes in this table by 0.6

UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E

2 Undivided 770 1,530 2,170 2,990 4 Divided 3,300 4,660 5,900 6,530

6 Divided 4,950 6,990 8,840 9,790

Uninterrupted Flow Highway Adjustments

Lanes Median Exclusive left lanes Adjustment factors

2 Divided Yes +5%

Multi Undivided Yes -5%

Multi Undivided No -25%

BICYCLE MODE2

(Multiply motorized vehicle volumes shown below by number of

directional roadway lanes to determine two-way maximum service

volumes.)

Paved Shoulder/Bicycle

Lane Coverage B C D E

0-49% * 260 680 1,770

50-84% 190 600 1,770 >1,770

85-100% 830 1,770 >1,770 **

PEDESTRIAN MODE2

(Multiply motorized vehicle volumes shown below by number of

directional roadway lanes to determine two-way maximum service

volumes.)

Sidewalk Coverage B C D E

0-49% * * 250 850

50-84% * 150 780 1,420

85-100% 340 960 1,560 >1,770

BUS MODE (Scheduled Fixed Route)3

(Buses in peak hour in peak direction)

Sidewalk Coverage B C D E

0-84% > 5 ≥ 4 ≥ 3 ≥ 2

85-100% > 4 ≥ 3 ≥ 2 ≥ 1

1Values shown are presented as peak hour two-way volumes for levels of service and

are for the automobile/truck modes unless specifically stated. This table does not

constitute a standard and should be used only for general planning applications. The

computer models from which this table is derived should be used for more specific

planning applications. The table and deriving computer models should not be used for

corridor or intersection design, where more refined techniques exist. Calculations are

based on planning applications of the Highway Capacity Manual and the Transit

Capacity and Quality of Service Manual.

2 Level of service for the bicycle and pedestrian modes in this table is based on number

of motorized vehicles, not number of bicyclists or pedestrians using the facility.

3 Buses per hour shown are only for the peak hour in the single direction of the higher traffic

flow.

* Cannot be achieved using table input value defaults.

** Not applicable for that level of service letter grade. For the automobile mode,

volumes greater than level of service D become F because intersection capacities have

been reached. For the bicycle mode, the level of service letter grade (including F) is not

achievable because there is no maximum vehicle volume threshold using table input

value defaults.

Source:

Florida Department of Transportation

Systems Planning Office

www.dot.state.fl.us/planning/systems/sm/los/default.shtm

http://www.dot.state.fl.us/planning/systems/sm/los/default.shtm

2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES

TABLE 4 (continued)

Generalized Peak Hour Two-Way Volumes for Florida’s

Urbanized Areas

12/18/12

INPUT VALUE ASSUMPTIONS

Uninterrupted Flow Facilities Interrupted Flow Facilities

State Arterials Class I

Freeways Highways Class I Class II Bicycle Pedestrian

ROADWAY CHARACTERISTICS

Area type (lu, u) lu u u u u u u u u

Number of through lanes (both dir.) 4-12 2 4-6 2 4-8 2 4-8 4 4

Posted speed (mph) 70 50 50 45 50 30 30 45 45

Free flow speed (mph) 75 55 55 50 55 35 35 50 50

Auxiliary lanes (n,y) n

Median (n, nr, r) n r n r n r r r

Terrain (l,r) l l l l l l l l l

% no passing zone 80

Exclusive left turn lane impact (n, y) [n] y y y y y y y

Exclusive right turn lanes (n, y) n n n n n n

Facility length (mi) 4 5 5 2 2 1.9 1.8 2 2

Number of basic segments 4

TRAFFIC CHARACTERISTICS

Planning analysis hour factor (K) 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090 0.090

Directional distribution factor (D) 0.547 0.550 0.550 0.550 0.560 0.565 0.560 0.565 0.565

Peak hour factor (PHF) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

Base saturation flow rate (pcphpl) 1,700 2,100 1,950 1,950 1,950 1,950 1,950 1,950

Heavy vehicle percent 4.0 2.0 2.0 1.0 1.0 1.0 1.0 2.5 2.0

Local adjustment factor 0.91 0.97 0.98

% left turns 12 12 12 12 12 12

% right turns 12 12 12 12 12 12

CONTROL CHARACTERISTICS

Number of signals 4 4 10 10 4 6

Arrival type (1-6) 3 3 4 4 4 4

Signal type (a, c, p) c c c c c c

Cycle length (C) 120 150 120 120 120 120

Effective green ratio (g/C) 0.44 0.45 0.44 0.44 0.44 0.44

MULTIMODAL CHARACTERISTICS

Paved shoulder/bicycle lane (n, y) n, 50%, y n

Outside lane width (n, t, w) t t

Pavement condition (d, t, u) t

On-street parking (n, y) n n

Sidewalk (n, y) n, 50%, y

Sidewalk/roadway separation (a, t, w) t

Sidewalk protective barrier (n, y) n

LEVEL OF SERVICE THRESHOLDS

Level of

Service

Freeways Highways Arterials Bicycle Ped Bus

Density Two-Lane Multilane Class I Class II

Score Score Buses/hr. %ffs Density ats ats

B ≤ 17 > 83.3 ≤ 17 > 31 mph > 22 mph ≤ 2.75 ≤ 2.75 ≤ 6

C ≤ 24 > 75.0 ≤ 24 > 23 mph > 17 mph ≤ 3.50 ≤ 3.50 ≤ 4

D ≤ 31 > 66.7 ≤ 31 > 18 mph > 13 mph ≤ 4.25 ≤ 4.25 < 3

E ≤ 39 > 58.3 ≤ 35 > 15 mph > 10 mph ≤ 5.00 ≤ 5.00 < 2

% ffs = Percent free flow speed ats = Average travel speed

Attachment 2

Traffic Data

COUNTY: 87STATION: 0014DESCRIPTION: SR 5/US-1, 100' S KILLIAN DR/SW 112 ST START DATE: 01/22/2013START TIME: 0000--------------------------------------------------------------------------------------- DIRECTION: N DIRECTION: S COMBINEDTIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL---------------------------------------------------------------------------------------0000 60 68 44 42 214 | 149 126 94 99 468 | 6820100 38 35 24 19 116 | 75 63 60 53 251 | 3670200 33 29 28 25 115 | 52 51 25 41 169 | 2840300 26 51 47 66 190 | 38 48 37 48 171 | 3610400 71 86 130 137 424 | 46 50 44 39 179 | 6030500 198 245 412 442 1297 | 59 70 90 137 356 | 16530600 677 763 774 774 2988 | 116 163 251 285 815 | 38030700 660 651 584 664 2559 | 297 317 360 379 1353 | 39120800 652 708 684 664 2708 | 387 424 418 462 1691 | 43990900 540 579 514 489 2122 | 377 387 430 334 1528 | 36501000 474 505 512 514 2005 | 413 405 404 445 1667 | 36721100 529 462 548 506 2045 | 430 465 457 508 1860 | 39051200 499 463 516 511 1989 | 500 488 453 458 1899 | 38881300 516 530 495 526 2067 | 503 502 494 492 1991 | 40581400 487 517 480 532 2016 | 532 539 516 519 2106 | 41221500 512 447 523 534 2016 | 599 513 610 606 2328 | 43441600 486 485 486 442 1899 | 674 641 653 620 2588 | 44871700 470 469 426 468 1833 | 685 614 611 713 2623 | 44561800 455 445 446 445 1791 | 645 660 673 682 2660 | 44511900 444 413 385 313 1555 | 583 661 576 513 2333 | 38882000 353 324 308 283 1268 | 557 425 434 307 1723 | 29912100 285 291 285 194 1055 | 303 372 255 316 1246 | 23012200 241 209 178 172 800 | 257 281 213 192 943 | 17432300 123 96 110 63 392 | 188 164 183 121 656 | 1048---------------------------------------------------------------------------------------24-HOUR TOTALS: 35464 33604 69068--------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUMEA.M. 745 2708 800 1691 800 4399P.M. 1230 2073 1745 2691 1545 4565DAILY 600 2988 1745 2691 1545 4565

TRUCK PERCENTAGE 3.91 3.24 3.59----------------------------------------------------------------------------------------------------------

CLASSIFICATION SUMMARY DATABASE

DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL N 210 28867 5000 89 573 314 45 237 100 15 0 0 14 0 0 1387 35464 S 145 27871 4498 38 419 227 44 260 86 2 1 0 13 0 0 1090 33604

----------------------------------------------------------------------------------------------------------

GENERATED BY SPS 5.0.44P





----------------------------------------------------------------------------------------------------------


COUNTY: 87STATION: 0058DESCRIPTION: SR 990/KILLIAN DR, 200' W SW 87 AV START DATE: 10/01/2013START TIME: 0000--------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINEDTIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL---------------------------------------------------------------------------------------0000 9 12 7 2 30 | 7 12 13 10 42 | 720100 2 3 1 3 9 | 4 3 5 7 19 | 280200 3 1 1 3 8 | 6 6 1 1 14 | 220300 1 2 6 3 12 | 1 5 3 3 12 | 240400 2 1 9 7 19 | 2 1 0 4 7 | 260500 14 19 19 41 93 | 10 11 11 15 47 | 1400600 52 95 128 152 427 | 15 25 48 60 148 | 5750700 136 162 173 185 656 | 74 80 91 109 354 | 10100800 197 203 193 174 767 | 92 138 143 109 482 | 12490900 158 144 137 134 573 | 73 76 75 83 307 | 8801000 123 117 103 100 443 | 53 53 76 94 276 | 7191100 145 113 104 117 479 | 72 87 88 77 324 | 8031200 122 118 126 109 475 | 91 94 98 108 391 | 8661300 109 128 128 135 500 | 90 97 118 93 398 | 8981400 144 167 161 113 585 | 132 140 109 103 484 | 10691500 79 103 112 89 383 | 115 145 157 124 541 | 9241600 85 127 130 132 474 | 148 178 181 176 683 | 11571700 117 121 86 115 439 | 233 182 198 186 799 | 12381800 82 111 87 71 351 | 190 189 202 154 735 | 10861900 91 87 58 72 308 | 157 125 125 110 517 | 8252000 47 60 43 50 200 | 120 97 74 72 363 | 5632100 36 51 45 50 182 | 109 89 94 87 379 | 5612200 30 38 20 20 108 | 63 46 26 35 170 | 2782300 19 24 14 10 67 | 37 21 17 22 97 | 164---------------------------------------------------------------------------------------24-HOUR TOTALS: 7588 7589 15177--------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUMEA.M. 745 778 745 482 745 1260P.M. 1345 607 1700 799 1615 1274DAILY 745 778 1700 799 1615 1274


COUNTY: 87STATION: 1077DESCRIPTION: SR 973/GALLOWAY RD, 200' N SW 132 ST START DATE: 07/08/2013START TIME: 0000--------------------------------------------------------------------------------------- DIRECTION: N DIRECTION: S COMBINEDTIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL---------------------------------------------------------------------------------------0000 6 4 6 1 17 | 8 9 12 4 33 | 500100 4 3 2 4 13 | 8 7 2 5 22 | 350200 3 3 3 0 9 | 5 2 2 1 10 | 190300 2 1 0 8 11 | 4 1 2 0 7 | 180400 0 5 8 7 20 | 2 4 6 10 22 | 420500 9 19 21 30 79 | 6 7 12 18 43 | 1220600 37 45 51 62 195 | 26 21 29 28 104 | 2990700 93 85 109 94 381 | 40 59 75 82 256 | 6370800 117 124 96 92 429 | 71 92 111 101 375 | 8040900 92 80 84 73 329 | 107 110 107 98 422 | 7511000 76 73 86 78 313 | 97 98 103 110 408 | 7211100 72 71 73 70 286 | 127 131 127 116 501 | 7871200 65 86 66 78 295 | 150 120 118 114 502 | 7971300 65 74 89 76 304 | 120 131 124 136 511 | 8151400 99 75 80 88 342 | 138 124 134 137 533 | 8751500 88 76 42 73 279 | 163 168 144 148 623 | 9021600 100 78 100 81 359 | 201 199 184 185 769 | 11281700 97 93 99 87 376 | 195 177 195 182 749 | 11251800 92 68 70 82 312 | 188 137 173 134 632 | 9441900 63 46 41 42 192 | 159 117 103 109 488 | 6802000 49 47 38 44 178 | 79 73 74 46 272 | 4502100 42 35 25 25 127 | 47 43 39 42 171 | 2982200 12 16 9 12 49 | 36 27 22 13 98 | 1472300 15 11 7 8 41 | 23 21 13 19 76 | 117---------------------------------------------------------------------------------------24-HOUR TOTALS: 4936 7627 12563--------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUMEA.M. 730 444 830 429 815 815P.M. 1700 376 1600 769 1600 1128DAILY 730 444 1600 769 1600 1128




----------------------------------------------------------------------------------------------------------






----------------------------------------------------------------------------------------------------------


COUNTY: 87STATION: 8375DESCRIPTION: SW 82 AVE, 200 FT S OF SW 138 ST (2011 OFF SYSTEM START DATE: 04/24/2013START TIME: 0000--------------------------------------------------------------------------------------- DIRECTION: N DIRECTION: S COMBINEDTIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL---------------------------------------------------------------------------------------0000 3 6 6 1 16 | 13 8 8 6 35 | 510100 3 1 1 1 6 | 2 3 2 1 8 | 140200 2 2 1 4 9 | 2 1 0 4 7 | 160300 1 1 1 2 5 | 0 1 3 2 6 | 110400 0 1 2 1 4 | 0 0 2 6 8 | 120500 6 5 9 11 31 | 2 1 2 1 6 | 370600 23 22 75 171 291 | 3 6 13 19 41 | 3320700 248 200 219 207 874 | 48 61 58 56 223 | 10970800 243 248 308 193 992 | 55 71 61 69 256 | 12480900 166 112 91 90 459 | 54 54 45 43 196 | 6551000 82 75 86 76 319 | 47 60 58 55 220 | 5391100 76 71 57 71 275 | 71 64 54 69 258 | 5331200 64 67 59 53 243 | 64 59 79 87 289 | 5321300 50 72 57 81 260 | 78 97 93 86 354 | 6141400 84 113 111 85 393 | 117 124 174 163 578 | 9711500 85 98 83 71 337 | 138 142 146 132 558 | 8951600 84 91 78 114 367 | 167 175 157 182 681 | 10481700 94 86 79 83 342 | 182 204 172 170 728 | 10701800 81 100 75 87 343 | 192 214 154 122 682 | 10251900 86 84 77 83 330 | 149 141 122 110 522 | 8522000 64 48 57 70 239 | 89 70 80 81 320 | 5592100 36 27 36 26 125 | 62 48 50 53 213 | 3382200 24 26 17 13 80 | 36 36 23 25 120 | 2002300 5 9 4 6 24 | 25 24 4 12 65 | 89---------------------------------------------------------------------------------------24-HOUR TOTALS: 6364 6374 12738--------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: N DIRECTION: S COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUMEA.M. 745 1006 800 256 745 1249P.M. 1415 394 1730 748 1645 1113DAILY 745 1006 1730 748 745 1249


COUNTY: 87STATION: 8376DESCRIPTION: SW 124 ST/CHAPMAN FI, 200 FT W OF SW 72 AVE (2011 START DATE: 04/24/2013START TIME: 0000--------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINEDTIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL---------------------------------------------------------------------------------------0000 5 16 11 6 38 | 3 2 26 5 36 | 740100 1 2 2 1 6 | 0 0 1 3 4 | 100200 1 0 0 1 2 | 0 1 1 0 2 | 40300 0 0 0 0 0 | 1 0 1 0 2 | 20400 1 2 2 1 6 | 0 0 0 5 5 | 110500 0 2 0 2 4 | 1 2 0 2 5 | 90600 4 15 18 48 85 | 2 1 3 34 40 | 1250700 86 95 120 83 384 | 109 55 36 46 246 | 6300800 101 79 86 74 340 | 71 199 131 58 459 | 7990900 68 42 37 24 171 | 68 21 24 41 154 | 3251000 17 29 28 24 98 | 34 30 24 39 127 | 2251100 46 26 39 31 142 | 38 23 36 38 135 | 2771200 39 42 33 33 147 | 39 27 24 41 131 | 2781300 28 44 46 50 168 | 37 37 29 125 228 | 3961400 51 48 93 74 266 | 39 64 76 66 245 | 5111500 62 42 50 68 222 | 148 133 56 57 394 | 6161600 70 57 48 55 230 | 113 62 65 64 304 | 5341700 73 49 41 55 218 | 63 67 56 76 262 | 4801800 42 40 53 38 173 | 78 58 57 51 244 | 4171900 44 43 38 33 158 | 42 23 35 29 129 | 2872000 22 22 21 17 82 | 11 17 14 11 53 | 1352100 24 16 13 17 70 | 18 10 13 19 60 | 1302200 16 11 13 8 48 | 8 6 10 9 33 | 812300 9 5 6 3 23 | 7 3 3 0 13 | 36---------------------------------------------------------------------------------------24-HOUR TOTALS: 3081 3311 6392--------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUMEA.M. 715 399 800 459 800 799P.M. 1415 277 1430 423 1430 694DAILY 715 399 800 459 800 799


COUNTY: 87STATION: 8550DESCRIPTION: SW 120 ST, 200' WEST OF ï¿½SW 92 AV (2011 OFF SYSTEMSTART DATE: 02/21/2012START TIME: 0700---------------------------------------- DIRECTION: BTIME 1ST 2ND 3RD 4TH TOTAL----------------------------------------0000 0 0 0 0 00100 0 0 0 0 00200 0 0 0 0 00300 0 0 0 0 00400 0 0 0 0 00500 0 0 0 0 00600 0 0 0 1 10700 0 5 2 4 110800 3 3 5 8 190900 4 7 4 2 171000 0 1 4 4 91100 0 1 3 4 81200 1 4 4 3 121300 0 4 6 6 161400 7 7 10 9 331500 5 12 6 6 291600 7 6 7 6 261700 7 7 6 8 281800 4 1 9 6 201900 5 1 1 1 82000 2 0 3 0 52100 1 0 0 0 12200 1 0 0 0 12300 1 0 0 0 1----------------------------------------24-HOUR TOTALS: 245---------------------------------------- PEAK VOLUME INFORMATION

HOUR VOLUMEA.M. 815 24P.M. 1415 36DAILY 1415 36

GENERATED BY SPS 5.0.29

COUNTY: 87STATION: 8550DESCRIPTION: SW 120 ST, 200' WEST OF ï¿½SW 92 AV (2011 OFF SYSTEMSTART DATE: 02/22/2012START TIME: 0700---------------------------------------- DIRECTION: BTIME 1ST 2ND 3RD 4TH TOTAL----------------------------------------0000 0 0 0 0 00100 0 0 0 0 00200 0 0 0 0 00300 0 0 0 0 00400 0 0 0 0 00500 0 0 0 0 00600 0 0 0 1 10700 1 4 2 2 90800 5 3 2 7 170900 5 3 1 6 151000 6 3 1 4 141100 4 3 2 2 111200 7 7 6 1 211300 4 4 5 3 161400 6 6 4 9 251500 5 14 13 11 431600 7 5 5 6 231700 6 10 5 4 251800 0 4 6 4 141900 2 2 3 5 122000 3 3 3 2 112100 0 0 3 0 32200 1 1 0 1 32300 1 1 1 1 4----------------------------------------24-HOUR TOTALS: 267---------------------------------------- PEAK VOLUME INFORMATION

HOUR VOLUMEA.M. 745 17P.M. 1500 45DAILY 1500 45

GENERATED BY SPS 5.0.29

cdmp amendment t ransportation a nalysis · cdmp amendment t ransportation a nalysis november...

Documents