Traffic Impact Analysis

[Year]

David Troemel

Dell Computer Corporation

[Pick the date]

ã2014 Kimley-Horn and Associates, Inc.

Updated June 2014

April 2014

September 2013

043537000

All Aboard Florida – Fort Lauderdale Station

Fort Lauderdale, Florida

Traffic Impact Analysis

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EXECUTIVE SUMMARY

All Aboard Florida, Inc. is proposing the construction of a passenger train station in the City of

Fort Lauderdale as part of the proposed All Aboard Florida passenger rail service connecting

Miami, Fort Lauderdale, and West Palm Beach. The rail service will provide intercity passenger

service for business and leisure passengers with a new convenient, cost-effective, and

environmentally friendly mode of transportation connecting South Florida.

The proposed Fort Lauderdale station is located along the west side of the Florida East Coast

(FEC) Railway between Broward Boulevard to the south and NW 4th Street to the north. In

order to accommodate the proposed station platform, the existing railroad grade crossing at

NW 2nd Street will be closed. The impact of the closure on the area roadway network was

analyzed as background conditions. To improve roadway connectivity and access in the vicinity

of the station, an extension of NW 2nd Avenue between NW 2nd Street and NW 4th Street is

being contemplated. The NW 2nd Avenue connector was analyzed as future total conditions.

All study intersections are expected to operate at LOS D or better during A.M. and P.M. peak

hours under existing, background, and future total conditions. Furthermore, the NW 2nd

Avenue connector is expected to have the following benefits on the local area:

1. Pedestrian and Bicycle Connectivity – Currently no pedestrian or bicycle

route/path/sidewalk connects NW 4th Street and NW 2nd Street between NW 5th Avenue

and FEC Railway. The NW 2nd Avenue connector will provide a connection for both

pedestrians and bicyclists.

2. Enhanced Local Vehicular Circulation – The NW 2nd Avenue connector will provide

connectivity for east-west traffic to connect to NW 4th Street as an alternative to

Broward Boulevard, an already congested roadway.

3. Completion the Roadway Grid Network – The NW 2nd Avenue connector will complete

a missing segment of the area roadway grid.
Traffic Impact Analysis

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4. Improved Local Resident and Business Mobility – The rail station will provide improved

mobility for local residents and will help local businesses by providing additional

exposure and visibility to potential customers.
Traffic Impact Analysis

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TABLE OF CONTENTS

Page

INTRODUCTION ........................................................................................................................... 1

EXISTING TRAFFIC VOLUMES ....................................................................................................... 3

Turning Movement Count Data ....................................................................................... 3

Roadway Volume Data .................................................................................................... 4

FUTURE BACKGROUND TRAFFIC VOLUMES ................................................................................. 6

Background Area Growth ................................................................................................ 6

Committed Development ................................................................................................ 7

Background Traffic Reassignment .................................................................................... 7

All Aboard Florida Station Traffic Assignment .................................................................. 8

FUTURE TOTAL TRAFFIC VOLUMES ............................................................................................ 11

Traffic Reassignment ..................................................................................................... 11

All Aboard Florida Station Traffic Reassignment ............................................................ 11

INTERSECTION CAPACITY ANALYSIS ........................................................................................... 13

CONCLUSIONS .......................................................................................................................... 15

 LIST OF APPENDICES

APPENDIX A: Intersection Turning Movement Counts, Roadway Segment Counts, Peak

Season Factor Category Report, and Signal Timing Data

APPENDIX B: Background Area Growth

APPENDIX C: Volume Development

APPENDIX D: Intersection Capacity Analysis
Traffic Impact Analysis

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LIST OF FIGURES

Page

Figure 1: Site Location Map ......................................................................................................... 2

Figure 2: Existing A.M. and P.M. Peak Hour Traffic Conditions..................................................... 5

Figure 3: Future Background A.M. and P.M. Peak Hour Traffic Volumes without NW 2nd Street

Railroad Grade Crossing Closure.................................................................................................. 9

Figure 4: Future Background A.M. and P.M. Peak Hour Traffic Volumes with NW 2nd Street

Railroad Grade Crossing Closure................................................................................................ 10

Figure 5: Future Total Peak Hour Traffic Volumes with NW 2nd Street Railroad Grade Crossing

Closure and NW 2nd Avenue Connector ..................................................................................... 12

LIST OF TABLES

Page

Table 1: Daily Peak Season Roadway Segment Traffic Volumes ................................................... 4

Table 2: Background Growth Rate Summary ............................................................................... 6

Table 3: A.M. and P.M. Peak Hour Intersection Capacity Analysis .............................................. 14
Traffic Impact Analysis

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INTRODUCTION

All Aboard Florida, Inc. is proposing the construction of a passenger train station in the City of

Fort Lauderdale as part of the proposed All Aboard Florida passenger rail service connecting

Miami, Fort Lauderdale, and West Palm Beach. The rail service will provide intercity passenger

service for business and leisure passengers with a new convenient, cost-effective, and

environmentally friendly mode of transportation connecting South Florida.

The proposed Fort Lauderdale rail station is located along the west side of the Florida East

Coast (FEC) rail corridor between Broward Boulevard to the south and NW 4th Street to the

north. A project location map is included as Figure 1. In order to accommodate the proposed

station platform, the existing railroad grade crossing at NW 2nd Street will be closed. To

improve roadway connectivity and access in the vicinity of the station, an extension of NW 2nd

Avenue between NW 2nd Street and NW 4th Street is being contemplated. The purpose of this

analysis is to review the traffic impacts of the proposed connector on the local roadway

network.
N

NOT TO SCALE

Figure 1

Site Location Map

All Aboard Florida - Fort Lauderdale

Station

Fort Lauderdale, Florida

NW 2nd Avenue

Connector

NW 2nd Street Closure
Traffic Impact Analysis

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EXISTING TRAFFIC VOLUMES

Turning Movement Count Data

A.M. (7:00 to 9:00 A.M.) and P.M. peak period (4:00 to 6:00 P.M.) turning movement counts

were collected in August 2013 at the following intersections:

· NW 5th Avenue at Broward Boulevard

· NW 2nd Avenue at Broward Boulevard

· NW 1st Avenue at Broward Boulevard

· NW 5th Avenue at NW 2nd Street

· NW 2nd Avenue at NW 2nd Street

· NW Flagler Avenue at NW 2nd Street

· NW 1st Avenue at NW 2nd Street

· NW 5th Avenue at NW 4th Street

· NW Flagler Avenue at NW 4th Street

· NW 1st Avenue at NW 4th Street

The volumes were collected in 15-minute intervals and the peak hour was determined for each

intersection. The FDOT peak season conversion factor was applied to the traffic counts to

adjust the traffic to peak season volumes. The appropriate peak season conversion factor for

the weeks when the traffic counts were collected is 1.06. The turning movement counts, FDOT

peak season factor category report, and signal timing data provided by Broward County Traffic

Engineering Division are included in Appendix A. Figure 2 present the existing turning

movement volumes at the study intersections during the weekday A.M. and P.M. peak hour.
Traffic Impact Analysis

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Roadway Volume Data

Continuous 24-hour roadway counts were collected in August 2013 on NW 2nd Street between

NW 2nd Avenue and Flagler Avenue, NW 2nd Avenue between NW 2nd Street and Broward

Boulevard, and NW 4th Street just west of the FEC Railway. Table 1 summarizes the daily traffic

volumes with the peak season conversion factor applied to the roadway segments. Roadway

segment counts are provided in Appendix A.

Table 1: Daily Peak Season Roadway Segment Traffic Volumes

Roadway Segment Peak Season

Daily Volume

NW 2nd Street between

NW 2nd Avenue and Flagler Avenue 5,095 vpd

NW 2nd Avenue between

NW 2nd Street and Broward Boulevard 1,212 vpd

NW 4th Street just west of the FEC Railroad 2,599 vpd
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

(3) 0

(0) 0

0

140

(2) 1

(70)

(5)

(0)(258)(2)

0945

0

(0)

8311

2

153

10

10

(48)

(0)

(272)(8)

(76)

(0)

0

(11)

(42)

(4)

(140)

(0)

3

(13) 7

72

36

0 (0)

(3) 2

(17) 37

7

121

(57)

17 (52)

21 (66)

10220

42

15

230

6

265

5

3

(0) 1

307

(340)(29)

0

(16)

(0) 0

(3)(264)(48)

372

1

(12)

(12) 5

13 (51)

5

14 5

134

(13)

5 (23)

0 (16)

(5) 11

(2)

(91)

(17) 10

19

13

271

(6) 10

(2)

(15)

(4) 19

(17) 16

(4)

(75)

(371)

88

(29)

(1,574)

(82)

(6)

(1,728)

(31)

(21)(339)

578

(5) 1

(13) 19

(21)

(10) 2 27

2,476

90

31,24442

2 (24)

23 (135)

(19)(1,942)(73)

39 (43)

(42) 32

(16)(51)

(1,807)

(11)

66

2,140

(1,964)

0

70

2,467

0

21 (113)

(84)

(0)

(6) 16

(7) 102

(91) 56

15 (69)

210

211,170106

5 (50)

4 (18)

(214)(6)

7030

(35)

(82)

(0)

(195)

61,246

(37)(1,818)(37)

(1)

13

(116)

(0)

Legend

Study RoadwayStudy Intersection

X

X

A.M. Peak Hour Traffic

(X

X) P.M. Peak Hour Traffic

Figure 2

Existing Peak Hour Traffic Volumes

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railway
Traffic Impact Analysis

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FUTURE BACKGROUND TRAFFIC VOLUMES

Future background traffic conditions are defined as the expected traffic conditions on the study

roadway network in the Year 2016 (corresponding to total build-out year of the All Aboard

Florida Fort Lauderdale station) with the closure of the railroad grade crossing at NW 2nd Street

without the NW 2nd Avenue connector. The background traffic volumes are the sum of the

existing traffic and additional “background” traffic to account for expected traffic growth in the

study area.

Background Area Growth

Future traffic growth on the transportation network was determined based upon historic

growth trends at nearby FDOT traffic count stations. Table 2 provides a summary of the

analysis. The following FDOT count stations referenced for this analysis were:

· Count station no. 7367 – Broward Boulevard east of SW 7th Avenue

· Count station no. 200 – Broward Boulevard west of SW 7th Avenue

· Count station no. 7368 – Broward Boulevard west of SE 3rd Avenue

· Count station no. 7746 – Andrews Avenue south of Broward Boulevard

· Count station no. 9029 – NW 7th Avenue north of Broward Boulevard

· Count station no. 9026 – SW 7th Avenue south of Broward Boulevard

Table 2: Background Growth Rate Summary

FDOT Count

Station

5-year

Historical Trend

Analysis

7367 -4.00%

200 -1.05%

7368 -4.35%

7746 1.41%

9029 0.91%

9026 -5.39%

Average -2.08%
Traffic Impact Analysis

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As indicated in Table 1, the 5-year growth rate at the nearby traffic count stations is negative.

Therefore, to provide a conservative analysis, an annual compound growth rate of 0.50 percent

(0.50%) was used in the analysis. Historical traffic count data and growth trend calculations are

included in Appendix B.

Figure 3 present the A.M. and P.M. peak hour future background intersection volumes. Volume

development worksheets for the study intersections are included in Appendix C.

Committed Development

The City of Fort Lauderdale was contacted regarding approved developments in the immediate

study area. The City did not identify any committed projects to be included as part of

background conditions.

Background Traffic Reassignment

Traffic that crosses the FEC Railway on NW 2nd Street was reassigned to either Broward

Boulevard or NW 4th Street. Based on the existing intersection turning movement counts along

NW 2nd Street, currently over 90 percent (90%) of the traffic on NW 2nd Street between NW 5th

Avenue and NW 1st Avenue travels through the corridor within the study area. Only a small

portion of the traffic on NW 2nd Street is localized traffic with an origin or destination within the

study segment.

Based on the assumption that the majority of traffic currently using NW 2nd Street has an origin

or destination to the north of Broward Boulevard, seventy percent (70%) of the traffic crossing

the FEC Railway on NW 2nd Street was reassigned to NW 4th Street between NW 5th Avenue and

NW 1st Avenue. The remaining 30 percent (30%) of NW 2nd Street traffic was reassigned to

Broward Boulevard. Background traffic reassignment volumes and volume development

worksheets for the study intersections are included in Appendix C.
Traffic Impact Analysis

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All Aboard Florida Station Traffic Assignment

Trip generation, trip distribution, and trip assignment was prepared for the All Aboard Florida

Fort Lauderdale station accounting for the closure of the NW 2nd Street railroad grade crossing.

Detailed trip generation, trip distribution, and trip assignment calculations are provided in

Appendix C. Future traffic volumes with the NW 2nd Street closure and All Aboard Florida

Downtown Fort Lauderdale station are provided as Figure 4.
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

(21)

(1,754)

(31)

(71)

(5)(2)

(92)(12)

1

(2) 1 (13) 19

2,513

91

155

10

(6) 10 1

275

3

(5)

(5) 11 (10) 2 27

10 (43) 0 (16)

(137)

2 (4) 5 (23)

2 (24)

841157910

19 (13) 23

(276)(8)(21)(344)(17)

40

31,26343

(19)(1,971)(74)

(44)

(118)

(0)

(43) 32

(16)(52)

(1,834)

(11

2

)

69

5

0

71

2,504

13

6 (16)

43 (83)

1,265

(345) 104

20

0 (0)

6

(198)

(0)

(77)

(0)

(6)(1,994)

(29)

0

312

(0) 0

0

142

3

(2) 1 (0)

(1) 3

(3) 0 (0) 1

0 (0)

0 (0)

0 (0)

(0)(377)

(0)(262)(2)

0123

0955

57

(85)

(1,598)

(83)

67

2,172

213

(29)

(142)

(49)

(7) 104

(92)

15

233

89

(13) 7 (6) 16

(3) 2

(4)

(76)(11)

(17) 38

(4) 14 5

136

19

(17) 16

21 (67) 21 (115)

(15) 5

15 (70)

17 (53)

211,188108

5 (51)

(1,845)(38)

7 (36)

37373

37 (58)

(3)(268)(49)

4 (18)

(38)

(12)(217)(6)

57130

13 (52)

Legend

Study RoadwayStudy Intersection

X

X

A.M. Peak Hour Traffic

(X

X) P.M. Peak Hour Traffic

Figure 3

Future Background Peak Hour Traffic

Volumes without N

W 2nd Street

Railroad Grade Crossing Closure

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railway
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

11 'Int 11'! 5

'Int 5'!

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

(215)

(0)(2)(3)

(12)

(2) 1

380

0

(6) 2,657

19

(16)

91

(1,849)

(31)

(10) 2 15

3

(5) 1

(13)

10 (43) 0 (16)

10 1

10

(0) 1

(2) 23 (137)

2 (4) 5 (23) 175

1155210

6

43 (53)

31,28345

1 (18)

(19)(2,057)(77)

(552)(8)(21)(82)(17)

(218)

(3)(5)(0)

(19) 17

5

360

7

(82) 52 12

13

(16)(96)

(1,894)

(11)

2,598

(5) 5

0

124

5 (12) 6 (16)

109 (72) 144 (144)

1818

1,302

(526)(19)

0 (0)

54

(0)

(0)

(290)

(0)

(54)(2,107)

00

(0) 0

0

469

3

(2) 1 (0)

(1) 3

(3) 0 (0) 0

0 (0)

0 (0)

0 (0)

(0)(0)

(0)(545)(2)

00

01895

75

(85)

(1,658)

(83)

67

2,266

213

(3)

(12)

(4)(16) 113

(149)

1

17

7

(0) 0

(18) 33

(8) 10

(4)

(263)

(37)

(38) 64

(0) 12 5

429

53

(17) 18

0 (0) 23 (117)

(15) 5

15 (70)

17 (53)

41,253108

1 (13)

(1,947)(38)

7 (36)

3091

37 (58)

(3)(0)(106)

4 (18)

(38)

(12)(500)(1)

516325

13 (52)

Legend

Study RoadwayStudy Intersection

XX

A.M. Peak Hour Traffic

(XX) P.M. Peak Hour Traffic

Figure 4

Future Background Peak Hour

Traffic Volumes with N

W 2nd Street

Railroad Grade Crossing Closure

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railway

N

W2nd Street Closure

North Driveway
Traffic Impact Analysis

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FUTURE TOTAL TRAFFIC VOLUMES

A new roadway (NW 2nd Avenue) between NW 2nd Street and NW 4th Street is being

contemplated to improve roadway connectivity and access in the vicinity of the proposed All

Aboard Florida station. Future total traffic volumes are defined as future background traffic

volumes with the closure of the railroad grade crossing at NW 2nd Street and with the NW 2nd

Avenue connector.

Traffic Reassignment

The NW 2nd Avenue connector is expected to be utilized by traffic that was previously

reassigned to NW 4th Street in future background conditions. All reassigned traffic in future

background conditions to NW 4th Street between NW 5th Avenue and NW 1st Avenue was

rerouted back to NW 2nd Street via the NW 2nd Avenue connector. Traffic reassignment

volumes and volume development worksheets for the study intersections are included in

Appendix C.

All Aboard Florida Station Traffic Reassignment

Trip redistribution, and trip reassignment was prepared for the All Aboard Florida Downtown

Fort Lauderdale station assuming that NW 2nd Street closure and construction of the NW 2nd

Avenue connector. Detailed trip redistribution, and trip reassignment calculations are provided

in Appendix C. Future traffic volumes with the NW 2nd Street railroad grade crossing closure,

NW 2nd Avenue connector, and All Aboard Florida Downtown Fort Lauderdale station are

provided as Figure 5.
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

13 'Int 13'!

264 (165) 271 (187)

53 (46) 103 (103)

(264) 86 (291) 112

(22) 15

68264631

(60)(27)(24)(60)

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

(12)(322)(1)

516325

(58)

(3)(0)(106)

4 (18)

13 (52)

(70)

(9)(1,970)(38)

7 (36)

3091

37

17 (53)

41,253108

15

0 (0) 1 (13)

(15) 5 23 (122)

(0) 12 5

429

53

(17) 18 (8) 10

(4)

(263)

(37)

(38) 64 7(18) 33

(0) 0 (16) 113 67

2,266

213

(3)

(12)

(4)

(149) 75

1

17

(85)

(1,658)

(83)

(0)(545)(2)

01895

0 (0)

0 (0)

0 (0)

(1) 3

(0) 0

0

469

(0)

(3) 0

3

(2) 1

(0)

(290)

0 (0)

(274)(283)911,265

9694

144 (144)

5 (12)

327 (213) 43 (129)

0

2,598

13

5 230

5

124

76

7

(346) 138 (19) 17

(5)

(146)

(0)

(16)(68)

(1,894)

(11)

(151)

(3)

42 (47) (21)

(426)(17)

345 (77)1,266

(15)

5

(19)(1,973)

(195)(1,994)

13110

21

2 (4) 5

(288)(8)

2 (24)

8911

10 (43) 0 (16)

(23) 23 (137)

(5) 11 (5) 1 29

2,658

3

(13) 19

(10) 2

91

162

10

(6) 10

1

285

(0) 0

(31)

(74)

(5)(2)

(95)(12)

(2) 1

(23)

(1,827)

Legend

Study RoadwayStudy Intersection

XX

A.M. Peak Hour Traffic

(XX) P.M. Peak Hour Traffic

Figure 5

Future Total Peak Hour Traffic

Volumes with NW 2nd Street

Railroad Grade Crossing Closure

and NW 2nd Avenue Connector

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railway

NW2nd Street Closure

North Driveway

South Driveway

SIT

E
Traffic Impact Analysis

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INTERSECTION CAPACITY ANALYSIS

The operating conditions for the study intersections were analyzed for three (3) scenarios

(existing conditions, future background conditions [with NW 2nd Street railroad grade crossing

closure], and future total conditions [with NW 2nd Street railroad grade crossing closure and

NW 2nd Avenue connector]). Operating conditions were analyzed using Trafficware’s SYNCHRO

8.0 software, which applies methodologies outlined in the Highway Capacity Manual, 2010

Edition. Synchro worksheets for the study intersections are included in Appendix D. A

summary of the intersection analyses during the A.M. and P.M. peak hours is presented in

Table 3. All study intersections are expected to operate at LOS D or better during A.M. and

P.M. peak hours under existing, background, and future total conditions.
Traffic Impact Analysis

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Note: (1) Overall intersection LOS is not defined, as intersection operates under stop-control conditions.

(2) Approach operates as free-flow. Therefore, approach level of service is not provided.

(3) With NW 2nd Street railroad grade crossing closure, eastbound approach is stop controlled.

(4) With NW 2nd Street railroad grade crossing closure and NW 2nd Avenue Connector the intersection will operate under all-way stop-controlled conditions.

(5) Based on the Wave Streetcar project, the eastbound and westbound approaches will operate under stop-control conditions in the future after the NW 2 nd Street railroad grade crossing closure.

(6) Intersection not part of analysis scenario

Table 3: A.M. and P.M. Peak Hour Intersection Capacity Analysis

Traffic Control

Overall

LOS/Delay

(sec)

Approach LOS Overall

LOS/Delay

(sec)

Approach LOS Overall

LOS/Delay

(sec)

Approach LOS

Intersection EB WB NB SB EB WB NB SB EB WB NB SB

Existing Conditions

A.M. Peak Hour (P.M. Peak Hour)

Future Background Conditions with NW 2nd Street

Railroad Grade Crossing Closure

A.M. Peak Hour (P.M. Peak Hour)

Future Total Conditions with NW 2nd Street Railroad

Grade Crossing Closure and

NW 2nd Avenue Connector

A.M. Peak Hour (P.M. Peak Hour)

Broward Boulevard at

NW 5th Avenue Signalized B/13.9

(A/9.5)

B

(B)

A

(A)

D

(D)

D

(D)

B/17.3

(A/10.1)

C

(B)

A

(A)

D

(D)

D

(D)

B/17.3

(A/10.2)

C

(B)

A

(A)

D

(D)

D

(D)

Broward Boulevard at

NW 2nd Avenue

Two-Way

Stop-Controlled

(1) (2) (2) A

(A)

C

(D)

(1) (2) (2) A

(A)

C

(D)

(1) (2) (2) A

(A)

C

(D)

Broward Boulevard at

NW 1st Avenue Signalized A/4.6

(A/7.3)

A

(A)

A

(A)

E

(E)

E

(D)

A/5.2

(A/8.5)

A

(A)

A

(A)

E

(E)

E

(E)

A/5.2

(A/8.6)

A

(A)

A

(A)

E

(E)

E

(E)

NW 2nd Street at

NW 5th Avenue

Two-Way

Stop-Controlled

(1) (2) (2) B

(B)

B

(B)

(1) (2) (2) A

(B)

A

(B)

(1) (2) (2) B

(C)

B

(C)

NW 2nd Street at

NW 2nd Avenue

One-Way

Stop-Controlled

(1) (2) (2) B

(B) -

(1) A

(3)

(B)(3) -

(2) (2) B/10.4(4)

(B/12.4)(4)

B

(B) -

B

(B)

A

(B)

NW 2nd Street at

NW Flagler Avenue

One-Way

Stop-Controlled

(1) (2) (2)

-

B

(B)

(1)

-

(2)

-

(2) (1)

-

(2)

-

(2)

NW 2nd Street at

NW 1st Avenue

Two-Way

Stop-Controlled

(1) (2) (2) B

(C)

B

(C)

(1) A

(5)

(A)(5)

B

(5)

(B)(5)

(2) (2) (1) A

(5)

(A)(5)

B

(5)

(B)(5)

(2) (2)

NW 4th Street at

NW 5th Avenue

One-Way

Stop-Controlled

(1) (2) (2) B

(B) -

(1) (2) (2) B

(D) -

(1) (2) (2) B

(B)

-

NW 4th Street at

NW Flagler Avenue

Two-Way

Stop-Controlled

(1) (2) (2) A

(A)

A

(B)

(1) (2) (2) A

(A)

A

(C)

(1) (2) (2) A

(A)

A

(C)

NW 4th Street at

NW 1st Avenue

Two-Way

Stop-Controlled

(1) (2) (2) B

(B)

B

(B)

(1) (2) (2) B

(C)

B

(C)

(1) (2) (2) B

(B)

B

(C)

NW 2nd Avenue at

North Driveway

One-Way

Stop-Controlled

(6) (6) (6) (6) (6) (1) (2) (2) B

(B) -

(6) (6) (6) (6) (6)

NW 4th Street at

NW 2nd Avenue

One-Way

Stop-Controlled

(6) (6) (6) (6) (6) (6) (6) (6) (6) (6) (1) (2) (2) B

(B)

-

NW 2nd Avenue at

North Driveway

One-Way

Stop-Controlled

(6) (6) (6) (6) (6) (6) (6) (6) (6) (6) (1) B

(C) -

(2) (2)

NW 2nd Avenue at

South Driveway

One-Way

Stop-Controlled

(6) (6) (6) (6) (6) (6) (6) (6) (6) (6) (1) B

(C) -

(2) (2)
Traffic Impact Analysis

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\report\06 09 14 FECI TIA.docx Page - 15 June 2014

CONCLUSIONS

This traffic operations analysis assesses operational benefits of the proposed NW 2nd Avenue

connector between NW 2nd Street and NW 4th Street. The proposed All Aboard Florida Fort

Lauderdale station will provide intercity passenger service for business and leisure passengers

with a new convenient, cost-effective, and environmentally friendly mode of transportation

connecting South Florida.

In order to accommodate the proposed station platform, the existing railroad grade crossing at

NW 2nd Street will be closed. The impact of the closure on the area roadway network was

analyzed as background conditions. To improve roadway connectivity and access in the vicinity

of the station, the NW 2nd Avenue connector between NW 2nd Street and NW 4th Street is being

contemplated. The NW 2nd Avenue connector was analyzed as future total conditions.

All study intersections are expected to operate at LOS D or better during A.M. and P.M. peak

hours under existing, background, and future total conditions. Furthermore, the NW 2nd

Avenue connector is expected to have the following benefits on the local area:

1. Pedestrian and Bicycle Connectivity – Currently no pedestrian or bicycle

route/path/sidewalk connects NW 4th Street and NW 2nd Street between NW 5th Avenue

and FEC Railway. The NW 2nd Avenue connector will provide a connection for both

pedestrians and bicyclists.

2. Enhanced Local Vehicular Circulation – The NW 2nd Avenue connector will provide

connectivity for east-west traffic to connect to NW 4th Street as an alternative to

Broward Boulevard, an already congested roadway.

3. Completion the Roadway Grid Network – The NW 2nd Avenue connector will complete

a missing segment of the area roadway grid.

4. Improved Local Resident and Business Mobility – The rail station will provide improved

mobility for local residents and will help local businesses by providing additional

exposure and visibility to potential customers.
APPENDIX A:

Intersection Turning Movement Counts,

Roadway Segment Counts, Peak Season Factor

Category Report, and Signal Timing Data
Turning Movement Counts
BROWARD BOULEVARD & NW/SW 5TH AVENUE

FT IJAUDERDAIJE, FI'ORIDA

COTNTED BY: C. PAIOMINO & M. GOMEZ

SIGNATIZED

Traffic Survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Fl"orida 33444

Phone (551) 272-3255

ALL VEHICLES

Site Code : 00130133

start Date: 08/14/13

FiIe I.D, : BROW_SAV

Page : 1

NW 5TH AVENI'E

From NorEh

07:00 0 1 0 2

07:15 0 0 0 1

07:30 0 0 0 3

IBROWARD BOTLEVARD

I From Easg

I svl sTH AVENUE

l From south

IBROWARD BOULEVARD

I From west

rtt

UTurn Left Thru Rj,ght I UTurn Left Thru Right. I UTurn Left. Thru Right I UTurn Left Thru Right. Total

!41861

23250 1.

152461

3s299]-2

03433L7

055222L

01.02

0515

0444

5r7

?2L

816

O7t45 0 1 0 3 | L 7 243 ol 0 5 0 8l o 4 416 r7l 72s

llr Total 0

08:30

08:00 0 2 0

08:15 0 0 1

ql

rl

al

t4 l

'tl

ol -l

10 I

577

538

563

za I

22 1

17 I

2Ll

934

s9't

887

1o2,7

5 19 925 3 | o ls s 1e I 3 r7 1690 67 | 2779

0

I

1

l7

5

5

20

288 1l

303 1l

27e 1l

304 0l

0

0

0

o

6

5

7

0

0

o

0

2

0

o

5

o o o 2l 7

08:45 0 0 0 4 |

l{r Total 0 2 I 18 1 3? tL74 3 | 3?l 2336 dl I 37 45

15:00

L5:30

15:45

0

0

0

0

1

1

0

0

0

0

0

0

d

0

4

1104992

474773

3154934

02]-09

o2337

027210

4 301 10

83259

53944

0

1-

0

2

doo

868

0l r 7 467 2l O 27 s 1ol 9 3s9 L2 | 90?

Hr Tocal

17:00

17: l-5

17r30

l7 t45

0

0

5

1

1

1

1

1

0

0

1

0

3

10

1C I

1l 'l

1l

zl

^l

9 39 1936 11 

|

0 16 s04 sl

0 14 467 2l

4 22 445 101

2 lr 416 1l

0 98 10 361

0 s0 10 141

0 28 7 74 1

o 26 2 el

0 23 4 4l

26 L379 35 I 3602

3s5 6 | e75

42O 6 I e64

400 e I 936

454 I | 939

llr Total L. I 6 63 L832 18 | 0 !27 23 411 19 1530 29 | 381s

*TOTAL* 5? I

456 586'1 Jf I 40 r 11 | 85 7035 216 | 13941
BROWARD BOULEVARD & NW/SW 5TII AVENUE

FT I,AT'DERDALE. FI,ORIDA

COUNTED BY: C. PALOMINO & M. GOMEZ

SIGNALIZED

Traffic Survey Specialists, Inc.

524 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-32s5

ALL VEIIICLES

SiEe Code : 001-301.33

SEart Date: 08/14/13

File I.D. : BROW_5AV

Page z 2

NW 5?H AVENUE

From North From East

lsw 5Tg AvENttE

lFrom South

IBROWARD BOULEVARD

I From west

Ulrurn Left Thru Riqht. I

tt

uTurn LefE Thru R1ght. I UTurn Left Thru Right I uTurn Left Thru RlghE.

DaEe 08/14/13 -----

Peak Hour Analysis By Entire Intersection for the Period: 0?:00 to 09:00 on O8/I4/L3

Peak st,art 08:00

volume O 2

Percent 0* 10t 5t 86*

Pk total. 2L

Hi.ghest 08 : l-5

Volume00].'l

Hi totaf 8

EEt . bb

BROWARD BOULEVARD

08:00

3 37 LL74 3

0t 3* 959 0t

T2L7

08 :45

1, 20 304 0

325

.94

1 18

08;00

022

0t 35+

of

08:00

UO

20

.75

237

3* 61t

08:00

2

0+

2446

08:45

0

o6f

.90

2336 85

95t 3*

r4

23

1t

NW 5TH AVENUE

18 25

z

3

22

1-,r'74

l_8

L,2t4

l_8 l-t 2

.22

2J5t_

ALL VEHICLES

Intersection Total

3,745

1,87

30

3 ,592

61,

L,L74

L, L74

2 ,375

z

2,336

37

BROWARD BOULEVARD

40

40

7

I

I

I

L

L ,21

25

,446

I

I

I

I

z

I

I

I

25

85

3 ,560

2,336

2,336

85

40

1

B5

z

L26 zz

SW sTH AVENUE
BROWARD BOTTLEVARD & NW/SW 5TH AVENI'E

FT LAUDERDAIE, FLORIDA

COUNTED BY: C. PALOMINO & M. GOMEZ

SIGNAIIZED

Traffic Survey Specialists, Inc.

524 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-32s5

ALIJ VEHICLES

Site Code : 00130133

Start Date: 08/L4/13

File I.D. : BROW_SAV

Page : 3

NVI 5TH AVENUE

From North

Peak st,art.17:00

Volume 0 9

lBRovrARD BoITLEVARD

lFrom EaBt

I sw 5TH AVENI'E

lFrom souch

lBRovfARD BottEvARD

I From West,

'l Ulrurn Lefb Tbru Right I Ufurn Left Thru Right I tllurn Left Thru RighE I UTurn LefE Thru Right. Total

DaEe 08/!4/73 -----------

Peak Hour Analysis By EnEire InEersection for t,he Period: 1"5:00 to 18:00 on 08/f4/f3

1"7:00

6 6J IA32 18

0t 3* 9st Lt

1919

1?:00

0165045

3Z)

Percent 0* 35t L9t 46*

PK EOEAI 26

Highest 17:00

Volume05L?

Hi t.ot.al 13

PHF .5O

BROWARD BOULEVARD

121

L,832

L2

L,9'7r

l-,630

l_,530

17:00

o L27 23 4L

0t 66+ 12* 2I*

191

17:00

0 50 10 L4

74

.65

17:00

1 19 1630

0* 1t 97+

L7 :45

0 10 454

.6v

512

2+

I

NW 5TH AVENUE

t2 20

23

1-B

L2 6L

87

. 1-27

26

ALL VEHICLES

3,650 3, 599

Intersection Total3, 8l_5

294

. 1,,832

r,832

1,680

9

1,630

41,

BROWARD BOULEVARD

69

69

l,9l 9

,679

I

1

20

z>

20

29

191

69

5

29

23

r-03

SW 5T.

1,27

AVENUE

23
BROWARD BOULEVARD & NII/SW 5TII AVENUE

FT LAI'DERDALE, FIORIDA

COUNTED BY: C. PALOMINO & M. GOMEZ

SIGNALIZED

Traffic Survey Specj.alisEs, Inc.

524 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

PEDESTRIANS

Site Code : 00130133

St.ar! Date: 08/!4/13

Flle LD, : BROW_SAV

Page : 1

NW 5TH AVENUE

From North

IBROWARD BOULEVARD

l !rom EagE

I sll sTH AVENUE

I From South

IBRoWARD BoULEVARD

l !rom wesE

tll

Left Thru Righr Peds I Left, Thru Right Peds I Left Thru Right Peds I Left Thru Right Peds

07:00

07:15

07:30

0

0

0

0

0

0

0

0

0

1

7

9

Total

o o 0 0l

o o o ol

o o o ol

0005

0003

0004

0000

0000

0001

Hr Total 0 o 1ol

0 2l

0 3l

0 6l

0 14 2l 1 ol

ol

1l

ol

ol

08:00 0 0

08:15 0 0

08:30 0 0

o o o ol 0 o o 1l

o o o 0 | 0 0 o 2l

0 0 0 ol 0 0 o ol

0

0

0

0

0

0

0

0

0

0

0

0

3

6

6

08:45 o O O O I O O O O I 0 o 0 2l

Hr Total 0 0 0 11 I o o ol o o sl rl 77

16:00 0 0 O 2

16:15 0 0 0 3

16130 0 0 0 0

0003

0002

0006

0000

0000

0000

0

0

0

0

0

0

0

0

0

0

0

0

l0

0

0

o

5

16:4500031 0 0 o ol 0 0 0 2l 5

HrToCaL 0 0 0 8l o o o ol 0 0 0 13 1

rl

zl

2l

1l

ol

ol

ol

ol

22

l

t0

I

17:00

17:15 0 0

17:30 0 0

o o o 2l

0 5l

0 4l

o 0 0 ol

o o o 2l

0 o o 2l

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

0

o

0

0

17:45 0 0 0 0l 0 0 0 ol o

l{r Total 0 0 0 11 | 0 0 4l 1A I ol 25

*TOTAI,* 40 | 5l 42 1 zl
l'fA

rIr

+F

---> ++

./ / r\ < _
BROWARD BOT'LEVARD & NI4 2ND AVENUE

FT LAUDERDALE, FLORIDA

COUMTED BY: SAMAliIfltA PALOMINO

rURNS ONLY

Traffic survey specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

TI'RNS ONLY

siEe Code : 00130133

start Dater 08/14/13

FiIe I.D. : BROW_2AV

Page : 1

I

llfurn teft Thru Right I Lffurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right

DaUe 08/14l13 -----

NW 2ND AVENT'E

From North

07:00 0 0 O 2

07:15 0 0 0 4

0?:30 0 0 0 '7

O7:45 0 0 0 4 |

IBRoWARD BoULEVARD

I From East

0

0

0

o

0

0

0

o

IMoFFAT AVENI'E

lFrom souEh

0

0

0

o

0

0

0

o

IBRoWARD BotTLEvARD

I From weet'

05

09

1 11

0

0

0

o

0

0

0

o

0

0

0

0

0

0

0

2

5

2

L

0

0

OI

11

2r

15

Hr ToEal 0

08:00 O

08:15 0

08:30 0

08:45 0

o 17 l

0 4l

o 15 1

0 sl

0 sl

ol

0 0 1l

o 2l

o 2l

0 3l

0

0

0

0

0

0

0

0

o 0 0l

o o sl

0 o ol

0 0 0 0l

o o o ol

o o o ol

o o o ol

1l 11 |

L9

14

30

r12

325

rl

3 16 0 sl

Hr Tot.al 0 o 30 I o o 5l o o o ol 8 s8 o L2 | 114

* BREAK

16:00 0 0

15:L5 0 0

16:30 0 0

o7

0 13

59

474

5 14

29

0

0

0

0

0

0

0

0

0

0

0

0

3

3

1

0

0

l0

0

0

0

0

o

0

0

0

o

0

0

0

o

1

1

2

0

0

1

ol

Jb

15:45 O O O 15 | 30

Hr ToEal 0 0 o 41 I

0 sl

o 10 |

0 3l

7l 1l

ol

ol

ol

0l

46

11

L2

L3

!4

8l

17:00 0 0

I'7 zL5 1 0

1?:30 0 0

3l 25

2l

3l

0 0 0 2l

o o o 1l

o o o 3l

0

0

0

0

0

0

0

0

0

0

4

0

0

L7245 0 0 0 61 0 0 0 1l 0

Hr ToEal 1 o 24 1 0 0 o 7l 0l L2 11 | 107

*TOTAL* 38 188 .l 44 | 406
BROWARD BOULEVARD & NW 2ND AVENUE

FT LAUDERDALE, FLORIDA

COTNTED BY: SAMAM|HA PALOMINO

TURNS ONLY

Traffic Survey Specialists, Inc.

524 Gardenia Terrace

DeLray Beach, Florida 33444

Phone (551) 272-3255

TURNS ONLY

Sit,e Code : 00130133

starL Date: 08/74/!3

Fi.le I.D. : BROW_2AV

Page : 2

NVI 2ND AVENUE

From NorEtr

lllfurn IJef t,

i^tsa dA/14/1? ----------

IBRoWARD BoIJLEVARD

lFrom EasE

I

Thru Right, I uTurn LefE Thru

IMOFFAT AVENIJE

I Fr^m c^rrrh

I

Right I Ururn Left

IBROWARD BOTTLEVARD

l !rom wesE

I

Thru Rj-ght I UTurn Left Thru Rj.ght

Peak Hour Analysis By Entire Intersection for t,he Period: 07:00 to 09:00 on 08/]-4/f3

Peak start 08:00

Volume 0 0

Percent 0t 0t

Pk Eotal 30

Highests 08:15

Volume 0 0

gi toEal 15

Pt{F .47

NW 2ND AVENUE

5U

0 30

0t 100*

08:00

000

0t 0* 0*

08 r l-5

000

5

.30

08:00

00

0* 0*

0

07; O0

00

0

.0

| 08:00

ls

| lot

| 78

I ud: r>

l3

| 30

I .5s

10 0*

5

58

74+

L2

15*

2

0*

0

0t

0

0+

30 66

n

R

tz

30

BROWARD BOUI,EVARD

1-02 r

I

I

--'t TURNS ONI-,Y t-l 0

n

30

30

-l 

- II,JII-L\D \JI\!I 

T-: l16 rl ll ttli":L

L2

r_

7g I rntersection Tot.ar | 

-

lrr+l | 

| 

| 

' L_

BR''ARD I _ 1.)

66

66

L2

0

0

0

L2 BOULEVARD

l-

.0

0-r

0

n

0

LZ

I2

MOFFA

0

AVENUE
BROWARD BOIJLEVARD & NW 2ND AVENUE

FT I,AUDERDALE. FLORIDA

COUNTED BY: SAMAMT}IA PAI,OMINO

TURNS ONLY

Traffj.c Survey gpecialisEs, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 2'12-32s5

TI'RNS ONLY

Sihe Code : 00130133

start Date: o8/14/13

File I.D. : BROW_2AV

Page : 3

tll

U:furn Left Thru Right, I Ururn Left Thru Rlght, I UTurn Left Thru RighE I tnurn Left Thru Right

n^ir OAl14l1 1 -----------

Peak Hour Analysis By Ent,ire IntersecEion for the Periodr 16:00 to 18r00 on 08/f4/13

NW 2ND AVENI'E

From North

Peak 6tart l-5:15

volume 0 0

1

0

40

IBRoWARD BonLEvARD

l lrom EasE

lMoFFAr AVENUE

lFrom south

IBRoWARD BottLEvARD

I From west

PercenE 0* 0t 0t 100*

6

100t

3

NW 2ND AVENUE

15 48 0 t-0

2!* 65t 08 149

73

16:30

5t402

2!

.87

0 40 0

0t

6

lo:lf

0

3

.50

0

0*

0

0t

10

50t 0t

2

l-5 : 15

10

1

.50

1

s0t

0

0*

Pk total 40

Highest l-6:45

voLume 0 0 0

Hi tota] 15

PHF .67

BROWARD BOULEVARD

40 0 0 63

0

6

40 0

40

12

0

0

I

BROWARD BOULEVARD

69

4L

r oe 

t

-_--.' 

rURNS oNLy l-l rl', tr rl

I i" ? 

L

'l

73 | Int.ersection Total

I L2L ll

I _ 1)

63

63

0

10

L0

2

0 0

0

10

10 1

MOFFA AVENUE
BROWARD BOT'LEVARD & NW 2ND AVENT'E

FT LAT'DERDALE, FLORIDA

COIINTED BY: SAMAIIIHA PALOMINO

N'RNS ONLY

Trafflc Survey Specialist,s, Inc.

624 Gardenia Terrace

Delray Beach, Florj.da 33444

Phone (551.) 272-3255

PEDESTRIANS

Sit.e Code : 00130133

Start Date: 08/r4/L3

F1le I.D. : BROW_2AV

Page : lNW 2ND AVENUE

From NorEh

07100 0 0 0 2

07:L5 0 0 0 I

07:30 0 0 0 6

IBRoWARD BoULEVARD

l !rom Basr

IMoFFAT AVENUE

lFrom Sout.h

IBROWARD BOULEVARD

l trom wesE

tl

Left Thru Right Peds I Left Thru Right Peds I Lert Ttrru Right, eede I Left Thru Right Peds

0000

0000

0000

0000

0002

0002

000r.

0000

0000

3

10

I

Oit45 O O O 2 | o o o 0l o o 0 1l 0 0 0 0l 3

1l ol

11

4

5

o o o o | 0 o o 21 0 0 0 1l

o o o 1l o o o 3l o o o ol

0 0 o 0l o 0 o ol o o o ol

Hr Total 0 0 r.8 

|

0 0l

0 7l

0 4l

08100 0 0

08:L5 0 0

08:30 0 0

08:45 o O O 4 | O O O Ol o o o 1l o o 0 0l

Hr Total 0 0 o r.sl 0 o o 1l o 0 6l o o 1l

1-5:00 0 0 0 2

L6:15 0 0 0 7

16:30 0 0 0 3

00

00

00

0004

0005

0005

0001

0000

0002

0

0

0

0

0

0

0

0

7

L2

L0

15:45 0 0 0 1 | 0 0 0 0l o 0 0 0l o ol t30

10

Hr Total 0 0 0 13 0 0l 1 0 0 3l 0 0 0 14 1

1.7:00 0 0 0 ^l zl

0 0 0 1l

0 o o ol o o o 0l o o o 1l

o o o ol o o o 1l o o o ol

o o o o | 0 o o 2l o o o 0 |

17:15

17:30 0 0 0 1l

17:45 o O O 4 | O 0 0 t- | 0 o o sl o o o ol

HrTotal 0 0 0 8l o o 1l o o 8l o o 1l r8

*TOTAL* q4 | ol 2? |
Hr Ar,

I sTcl[e r

I o€Ftce I

t D,^ltd tn3 t

) +

bio"e'J iTo f

?

_2->

6?

l-

,V

T

*

o

e

Fr- tnuderd o-[ e,rb c; Acu

tfugu"sTt4..zorb

drcrrr b{; Lu"i s Pa-l,o-r}LtfiD

Ytof signd-l i4

rs>
BROWARD BOULEVARD & NW/SW lST AVENUE

FT I,AUDERDALE, FLORIDA

COUIITED BY: C. PALOMINO & R. MARTINEZ

SIGNAI,IZED

Traffic Survey Specialists, Inc,

524 Gardeni-a Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

ALL VEHICLES

Si.te Code : 00130133

start Date: 08/14/13

FilE I.D. : BROW_1AV

Page : 1

NW 1ST AVENT'E

From North

IBROWARD BOTJLEVARD

I From East

L

0

3

1

I sw 1sT AVENUE

I From soutsh

IBRoWARD BonLEvARD

lFrom west

II

ItTurn Left Thru Right I IJTurn Left Thru Right I UTurn

0

0

0

o

3

4

7

2

L2

I

T,a Fi Thn r P'i nh t I IITUTn Le f t Thru Right Total

07:00

n?.1<

07:30

O7 :45

2 1,77

10 235

4 2tO

9

10

18

t2

5

t0

I

1311

0302

020L

0925722

083893s

o 12 453 26

497

702

755

699

Hr Total

08: 0O

08:15

08:30

08:45 0 3 19 10 

'

2 t9 29s

27 1

3 29 26L 4l

2 r8 2s! 7l

r 26 297 4l

ol -l

0 4 0 2l

o 41 t 47O 11? | 2653

0 14 525 54 | 962

0 r.r. 443 55 I 867

0 15 503 41 | 893

L 2L 548 48 I 954

38 4el 444

0 s 18 131

0 4 3s 111

o 3 24 1el

0 s 2 sl

o 5 3 3l

o 5 0 4l

Hr Total 0 15 96 s3 | 8 92 1104 20 | o 20 5 14 | 1 61 2OL9 198 I 3706

L5r00

15:30

220

2L3

420

0 13

08

022

0 48

0

0

4

L

2 4 474 9

3 13 453 13

o 5 +52 I

z > zbo ro

2 Lr 3L7 15

1 L0 3L8 20

833

874

497

llr Total 0 13

17:00 0 0

17:15 0 3

17:30 0 1

1s 33 L776 37 |

2 2 460 8l

0 9 406 131

2 5 432 6l

0 6 37e 8l

3 14 375 19 | 995

3 31- 325 19 | 888

0 9 431 201 963

2 L2 413 10 | 881

e 70 1

2 27 1

2 30 1

2 12 l

o 56 19 s1 I A 46 12ss 71 I 3469

17245 0 5 2 14 |

0

0

0

0

43

24

L7

1.0

7

25 1

1? | -- |

ql

al

Hr ToEal 0 10 I e3 | 4 22 1676 3s I 50 66 1544 68 | 3728

*TOTAIT L51 z)J I 32 L79 54 00 11q I 76 L7 ozoo +lt I IJf,fo
BROVIARD BOULEVARD & NW/SW 1ST AVENI'E

FT I,AUDERDALE, FIORIDA

COUNTED BY: C. PAIOMINO & R, MARTINEZ

SIGNALIZED

Traffic Survey Specialist.s, Inc.

524 Gardeni.a Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

fu! VENILIED

Site Code : 00130133

sEart DaEe: 08/L4/L3

File I-D. : BROW-IAV

Page t 2

NW 1ST AVENUE

From Nortsh

IBRoWARD BoUIJEVARD

I From Eaat

L224

08:45

328

.93

I Sw 1sT AVENUE

I From South

lr.2

| .81

IBROTiARD BOULEVARD

I From West

I

Thru Right. (Irurn Left ?hru Right, I UTurn Left Thru Right. I llturn Left I UTurn LefE Thru RighE

ielc oA/1L/1? -----

I oe:oo

Peak Hour Analysis By Entj-re Intersection for the Period: 07:00 to 09:00 on 08/f4/f3

Peak start 08:00

vol.ume

08:00

8 92 1104 201 0 20 5

Percent 0* 9t 59t 32t r.r 8* 90t 2+ | Or sl.t L3t

Pk tot.al L64

Highest 08: L5

Volume043511

Hi Cot.al 50

PHF .82

BROWARD BOULEVARD

L,L77

I oB:00

141 1 6L

36r I o* 3*

| 227e

I oe'+s

sl | 2L

| 618

| .e2

2019 198

89* 9t

| 3e

I oa, oo

L 26 2e7 4l O s 2 548

NW 1ST AVENUE

53 96 1_5 62

5

20

53 t_5

L64

251,

ALI-., VEHICLES

3 ,456 3,272

Intersection Total

3,706

433

BROWARD BOULEVARD

96 87

20

L, L04

53

I

I

L,22 4

r ,1,04

r ,1-04

2 ,27 9

62

62

1_00

l-00

2 ,0L9

2 ,0L9

2 ,048

t_5

2 ,01_9t4

198

r_ 98

.20

39

100 L+

96

1_ 98

394 20 5

SW 1-ST AVENUE
BROWARD BOULEVARD & NW/SW 1ST AVENUE

FT I,AI'DERDALE, FLORIDA

COIINTED BY: C. PAIOMINO & R. MARTINEZ

SIGNALIZED

Traffic Survey Specj-alists, Inc.

524 Gardenia Terrace

DeIray Beach, Florida 33444

Phone (551) 2?2-3255

A],L VEHICLES

Site Code : 00130133

slarE Date: o8/14/73

File I.D. : BROW_1AV

Page : 3

NW 1ST AVENUE

From North

.7I

BROWARD BOULEVARD

BROWARD BOULEVARD

From East

SW 1ST AVENUE

From SouEh

BROWARD BOULEVARD

From West

Lffurn Left Thru Right aocat

DaEe 08/'t.4/!3 -----------

Peak Hour Analysis By Entire Intersection for the Period: L6:00 Eo 18:00 on O8/L4/L3

UTurn l,eft Thru Riqht I UTurn Lefts Thru RiqhL I UTurn lrefE Thru Ri.qht I

Peak start 1-6:45

Volume 0 5

PercenE 0t 6t 7+ 87t

Pk toEal 99

Highest, 17:15

Volume03230

Hi lotal 35

PHF

16:45

I 27 1715 35

0t 2+ 95t 2t

r /d5

17:00

224608

NW 1-ST AVENUE

/ 60

16:45

0 1-07

0t 49*

17:00

0 43

84

47 65

2L* 30*

16:45

9

at

L7:30

0

460

cq

1485 77

90t 5*

70

4*

9 43!

86 79

47

35

85 71 6 l- 51

99

260

ALL VEHICLES

3 ,549 3,341

Intersection Total

3,744

338

BROWARD BOULEVARD

L07

L,7L5

86

l-, 908

35

35

35

L,'785

. !,7]-5

79

79

1

l_,485

L,485 ,641-

1, 555

6

l_,485

65

77

77

. 107

2]-9

35 47 1. 6

7

77

119 t07 47

sw 1_ AVENUE
BRoWARD BoULEVARD & Nw/sw 1sr AVENUE

FT LAT'DERDALE, FI,ORIDA

COIJIITED BY: C. PALOMINO & R. MARTINEZ

SIGNAIJIZED

Traffic Survey Specialist.s, Inc.

524 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-325s

PEDESTRIANS

Site Code : 00130L33

starE DaEe: 08/L4/L3

FiIC I.D. : BROW_IAV

Page r 1

IBRoWARD BonLEvARD

I Fron west

Left rhru Right neas i Left. Thru Right. p.d" I Lefr. Thru Righr p.d" I Lefr rhru Righr peds

NW 1ST AVENUE

From North

0

0

0

0

0

0

0

lanoweao BonLEvARD

lProrn east

0

0

0

0

0

lsw 1s? AvENnE

I From south

07:00

07:15

07:30

0

0

I

5

3

0

0

0

L4

5

10

0

0

0

0

0

0

0

0

0

2

0

0

0

0

0

0

0

0

0

0

5 15

24

Hr Total 0

0

0

0

0 0

0

0

0

rq I ?a I

11 I

13 |

10 1

2l

3l

0l

35 08:00

08:15

08:30

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 8l

0 2l

0 6l

14 1

zal

7l

Hr Total zo I Lal 0 0 7l

L5:00

15:30

09

0 15

o7

0 1.0

0

0

0

0

0

0

0

0

0

6l

7l

3l

1614500041

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2

3

1

1

0

0

0

0

0

24

JJ

15

0 4l

7l 90

18

20

24

14

0 30 o 33 

1 1

0 0 0 r-21 o 7l 0 0 0 5l

Hr Total 0 0 20 1

o 4 | o 0 0 I I

o sl o o o 3l

o 8l o o o 4l

o

0

o

0 0 0 3l

0 o 0 sl

0 o 0 5l

3l

7l

ol -l

cl

0

0

0

0

0

0

0

0

0

0

L7:00

L7 z15

17:30

L7t45

Hr TotaL z>l 0 0 o 26 1 o 24 1 0 o 0 21 I

*TOTAI,T 1?" I 40 1 tzo I
Nlr"Ai

'frfi

+

\\ _\

-,/ -/

l'tug*tTl4,zotb

.frawn bg', LA.Lis 0alorntno

*

rl \ ,,1

H c DonalclS

\

=iPffislt

vrFT, mu/,erdat e firo ci cl a-
NW zND STREET & NW 5TH AVENUE

FT I,AUDERDALE, FI]ORIDA

COUNTED BY: RICIIARD MENDEZ

NOT SIGNALIZED

Traffic survey specialiscs, Inc

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

Site Code : 00130133

start Date: 08/L4/13

File LD. : 2ST_5AVE

Page : 1

rtl (rrurn r,eft Thru RighE I ururn Left Thru Rlght I ururn Left. Thru Right. I ulurn Left Thru Right

DaEe 08/t4/t3 -----

NW 5TH AVENT'E

From North

0

0

0

0

lNw 2ND STREET

I From East

0

0

1

0

0

0

3

2

lNw sTH AVENITE

lFrom south

lNw 2ND STREET

I rrom wesc

0

0

0

n

0

0

0

O7:00

07:15

07:30

07 :45

0002

0104

1424

110

000

d

10

l-6

2L

34

86

a1

1

1

0

200

280

0 3 0l ?l 0 0 r 2l q< n I

ol

ol

1l

0l

55

t-3

2L

2L

1-57

51

67

63

Hr TotaL 3 12 l 1l 253

08 :00

08: 15

08:30

79

111

97

104

1l

0l

1l

2l o o 2 3 | o o

2l o o r 7 | o o

11 0 0 L 7 | 0 o

3

4

1

0

0

0

4

0

0

0

0

2

4

2

2

Hr Tot.al 10 1l 1n I 3l 3tL

15:00

f o: Ju

ro: t)

0

0

0

0

0

1

2

1

0

2

L

0

0

0

02550

003'1 2

o4453

0

0

0

0

03

t2

41

1l

tl

^l

0 1 13 2

0 0 15 3

002s2

79

>L

0 3 42 3l 0 0 r.9 3l

Hr Total

17: 00

I':15

17:30

L7:45

3l L73

3 | 133

ol LL2

0 1 1 0l c I oo

1l 0 9 L79 8l

0

0

0

0

1

5 0 3 3 sl

lsl 0 1 72 1ol

0

0

0

n

1

0

0

1

2I

22

23

ao

32L

o 2 2 Ll

o 1 1 0l

0 1 2 rr

Lt2

88

66

54

e | 0 3 10 2l

4 | 0 s 4 2l

5l o 4 s 3l

Hr Toeal s 6 2l 16 320 0 1s 22 L2l 11 | 517

*TOTAL* 4l 39 628 s7 l

)tL z) | t+62
NW 2ND STREET & NW 5TI{ AVENUE

FT I,AT'DERDALE, FLORIDA

COI,NTED BY: RICHARD MENDEZ

NOT SIGNALIZED

Traffic Survey Specialists, Inc.

524 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561 ) 272-325s

ALL VEHICLES

Site Code r 00130133

sEart Date: o8/14/1-3

File r.D. : 2sT_5AvE

Page : 2

IJTurn Left Thru Right I uTurn Left Thru Right I ururn Lefr Thru Right I uTurn Lefr Thru Right

Da|'e o8/r4/L3 -----------

Peak Hour Analysis By Ent,ire Intersection for the Period: 07:00 to 09:00 on O8/L4/L3

Peak start.08:00

Volume0109L

PercenL 0* 50t 45* 5t

Pk total 20

I{j.ghesE 08:15

Volume044L

Hi total 9

PHF .56

NW 5TH AVENUE

NW sTH AVENUE

From North

NW 2ND STRBET

lNw 2ND STREET

I From rast

I

lNw 5TH AVENUE

| ! rom lrouEn

I

lNw 2ND STREET

l !rom wesc

I

Total

08:00

0 9 74 5

0t 10t 84* 6t

88

ne. 1q

04212

27

.6f

08:00

005

0* 0t 22*

08:15

001

I

l-8

78&

7

08:00

0

0*

08:45

0

77

.84

1

0g

256 3

98r 1t

l_0 1

5

5

0

74

1

t_ t_

75 74

3l- r

I

-'l ALL VEHICLES t-l -l 

-.IIJIJVEIfIL-',EID 

F; 

=^ I 'rr_ 1,, ,,t, L=

260 | intersection Total | 

-

| 3e1 | 284 ll

1 10

2o

.0

256

256 l_0

256

l_8 tll lNW 2ND 

'TREET J 

- 

AA44

23

9 st. 1

9

3

2L

NW 5TH AVENUE
NW 2ND STREET & NW 5TH AVENUE

FT LAUDERDAIE, FLORIDA

COIJNIED BY: RICIIARD MENDEZ

NOT SIGNAIIZED

Traffic Survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florj.da 33444

Phone (561) 272-32ss

A',L VEHICLES

Site Code : 00130133

start Date: 08/14/L3

File I.D. : 2ST_5AVE

Page : 3

NW sTH AVENUE

From NorEh

NW 2ND STREET

l_5 320 337

z^

lNw 2ND STREET

I From East.

lNw 5rH AVENI'E

I From South rtl

Ulrurn Left Thru RighE I tnurn LefE Thru RighE, I UTurn Left Thru Right I UTurn Left Thru Right

lN!{ 2ND STREET

I From west

Total

DaEe 08/L4/t3 -----------

Peak Hour Anafysis By Ent,ire Intersection for the Period: 16:00 to 18:Oo on Og/f4/73

Peak start 17:00

Volume0562

Percent 0t 38t 46* 15t

Pk totaL 13

Highest 17:00

VolumeO22f

Hi tocal 5

PHF .65

NW 5TH AVENUE

44

I5

17:00

0

0*

17:00

0

L28

.70

17:00

0

0*

49

17:00

0

15

.82

l-7:00

0

0t

99

0

26

6b tt

87* 1t-*

t6 320 20

4* 90t 6*

15 22 L2

31* 45* 241

2

2*

L

2

22

20

577

| 'o

--.t ALr, VEHTCLES | 

-

. .fILIJ VErl]LIl1D

| | 3s5 320

lr rl

I ir6 Ase L '. 'lt_

99 | Intersection Total I

ll 51'7 

ttl 1103

320

l-6

B6

85 5

B5

L2

11 tll t-

| ^^ NW 2ND STREET

B2

49

221 . rLl16 .15

6

11

33 l_5 22

NW 5TH AVENUE
NW 2ND STREET & NW 5TH AVENUE

FT I,AIJDERDALE, FLORIDA

COUNTED BY: RICIIARD MENDEZ

NOT SIGNALIZED

Traffic Survey Specialists, Inc.

624 cardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

PEDESTR]ANS

SiEe Code : 001,30133

start DaEe: 08/L4/L3

File I.D. : 2ST_5AVE

Page : L

ltt

Left Thru Ri.ght Peds I Left Thru RighE Peds I LefE Thru RighE peds I r,ett Thru Right peds

NW 5TI{ AVENT'E

From North

07:00 0 0 0 L

07:15 0 0 0 0

07:30 0 0 0 1-

lNw 2ND STREET

I From rast

0

0

0

0

0

0

0

o

lNw 5TH AVENUE

I From south

lNw 2ND STREET

I From WesE

aocal

0

0

0

o

0l

ol

ol

ol

0002

0000

0000

0

0

0

0

0

0

0

n

0

0

0

o

0

1

0

0

0

07245 0 0 0 2 | 0 0 0 ol ol

HrTotal 0 0 0 0l 0 o 2l ol

0 0 0 ol 0 0 0l

4l

zl

1l

4l

0l

1

I

o

0 0l

0 0l

0 0l

0

0

o

0

0

0

o

0 0 0l

o o 0l

o o 2l

0

0

0

o o o 0l

0 0 0 0l

0 0 o 2l

0

0

0

0

0

0

0

0

0

0

08:00

08 :15

08:30

08:45 o ol

Hr Total 7l o 0 2l 0 o 2l 0 0l t1

16:00

L6: L5

16:30

16t45

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

o

0

0

0

5

4

001

001

001

0000

0000

0000

0

0

0

0 0 0 0l 0 0 0 2l

Hr ToEal 14 1

1l

ol

^l

o o 0l o o sl 1l 20

17:00 0 0

!.7: l-5 0 0

17:30 0 0

0 o o ol

0 o o 1l

0 0 0 1l

0 0 0 0l

0

0

0

L7t45 0 0 q 1l O O O 0l O O O 1l

0 0 0 0l 0 o o sl

0 0 0 11 0 o o 1l

o o o ol 0 o o ol

6

5

Hr Total 0 5l 0 0 1l o o o 7l 0 o 2l IO

*TOTAL* 31 | 3l 16 1 3l
C,+{ View

[fo*h{hvrre>

./

_

- - 

'a

+>

+

il taqderda\eFrr;J(

A\rqusr t4,.}o t3

.ko.-,^ b$! L-r,r"is Po.-tornin D

n6rsgnc\ize)
NW 2ND STREET & NVI 2ND AVENUE

FT I"AI]DERDALE, FLORIDA

COI,MTED BY: MARISA CRUZ

NOT SIGNALIZED

Traffic Survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-32s5

ALL VEHICLES

SiEe Code : 00130133

gtart DaEe: 08/14/L3

Fi.Le LD. : 2ST_2AVE

Page : 1

ttl (rTurn Left Thru RighE I UTurn LefE Thru Right. I ururn Left. Thru Right I uTurn Left Thru Right

From NorEh

lNw 2ND STREET

l lrom Easc

0

0

L

4

6

lNw 2ND AVENUE

I From South

0

0

0

1

llNw 2ND STREET

I From wesE

0

0

o

0

0

o

Total

07:00 0 0 0 0

O7:15 0 0 0 0

0?:30 0 0 0 0

L50

t-3 0

170

230

30 0

49 1

0

0

0

0

5

6

I

45

82

86 O'1 245 0 0 0 0 | 25 0l so o I

Hr Total 0 ol

ol

ol

ol

08:00

08: 15

O8:30

0

0

0

0

0

0

0

0

0

08:45 0 0 0 0 |

70

18

ol

ol

ol

ol

0l

0 8l

o 15 1

0 4l

0046

0069

0063

11 26e

11 76

ol r27

1l e5

27 1 L52

0

0

0

0

3

I

?

5

0

0

0

0

0

3

0

0 0 72 3l

Hr Total 0 ol ol

0

0

0

0l

t-9 0 40 | 0 250 sl

1

0

0

4L6

16:00 0 0 0 0

1,6:15 0 0 0 0

16:30 0 0 0 0

0 s 40

01051

01349

o L2 l

0 lsl

o r-61

o 11 |

oL7

022

0

0

0

0

1

1

1

0

0

0

91

83

104

16:4500001 95

Hr Tot.al 0 ol

ol

ol

ol

17:00

L7: l-5

17:30

0

0

0

0

0

0

0

17:45 0 0 O O I

33 I YJ

ra5

81.

58

ol

ol

ol

ol

ol

28

31

1l

ol

ol

ol

^l

373

L74

135

rJJ

1n1

0 s4 l 0 86

0

0

0

o

0

0

7

I

5

7

0

0

0 2I

0 s 0 18 1

0 4 0 r-41

0 s 0 2sl

Hr ToEal 0 0l 27 32L ol u 15 o 77 1 109 ol 549

*TOTAL* ol 93 680 ol ?l r607
NW 2ND STREET & NW 2ND AVENUE

FT I,AUDERDAI,E. FLORIDA

COUNTED BY: MARISA CRUZ

NOT SIGNAIIZED

Traffic Survey Specialista, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

ALL VEHICI,ES

Site Code r 00130133

Start Date: 08/L4/L3

File I.D. : 2ST_2AVE

Page t 2

From NorEh

NW 2ND STREET

NW 2ND STREET

From EasE

Nw 2ND AVENUE I

From South 

I

NW 2ND STREET

From Vlest

UTurn llrurn Left, Thru Right lJeft Thru Right I Ururn rJeft Thru Right I rnurn Left Thru Right. I

Peak Hour AnaLysis By EnE.ire Intersect.ion for the period: 0?:00 to 09:00 on OS/f4/f3

Peak atart 08:00

volume0000

PercenE 0t 0* 0* 0$

Pk EoEal 0

liighest 07:00

Volume0000

Hi lota1 0

.0

08:00

019960

0t r-7t 83t 0t

115

08:15

08320

40

.72

08:00

002505

0t 0* 98t 2*

2s5

08 :45

00723

75

.85

08:00

UO

0* 13t

46

08;15

0

0t

0

40

a74

t-5

0

0

6

96

0

LO2

gtr

I

I ALI-, VEHICLES t- |

' Ai:u Vll.ElJ-Lu.EiD

ll11se6 lr rl

I iur 40s L tt

'lr255 | r.ttersection Total | 

-

| 4r-6 | 2e0 ll

0l 0

g" I

.6

96

1_9

250

250 0

250

40 tll l- NW 2ND 

'TREET J 

- 

.7A 70

45 

T9 -----.1

0

5

24

NW 2N

5

AVENUE
NW 2ND STREET & NW 2ND AVENUE

FT I,AUDERDALE, FLORIDA

COUNTED BY: MARISA CRUZ

NOT SIGNAIIZED

Traffic Survey Specia1isls, Inc.

524 cardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

Site Code : 00130133

SEart Datet 08/14/L3

File I.D. : 2ST-2AVE

Page : 3

From North

lNw 2ND STREET

l trom Easc

lNw 2ND AVENUE

I rrom south

lNw 2ND STREET

I rrom west

I

Right I Ufurn Left Thru Right.

tl

LITurn Left, Thru Right I llrum Left Thru Right I Ufurn Left Thru

Peak Hour Analysis By Ent.ire Intersection for Ehe period: 15:00 to

Peak st,art, 1.7:00

volume0000

Percent 0t 0t 0* 0S

Pk total 0

Higheet o7: o0

volume0000

Hi total 0

PHF .O

NW 2ND STREET

15 32]- 336

0

l_09

r-09

17:00

o2732L0

0* 8* 92* 0t

348

17:00

o'1 1150

122

.7r

18:00 on 08/L4/t3

1,7:00

0150

0* t5* 0*

92

17r30

050

30

.77

77

84t

25

17: 00

00

0t 0t

109

17:30

00

JA

.88

109 0

1001 0t

0

0

0

gtF

I

-l AI-,L VEHICLES [- |

-_l ' rtJ-rJ-r vErlILlr1D 

[:

| | 348 32t

rl i|

I nns s34 l, ,,

'lt_

109 | r.rtersection Tot.al | 

-

| 549 | 1_85 tll

0

gl

.15

32L

27

0

r09

77 l----i I

j _ 11o Nw 2ND STREET

l_l_9

92

27 01. 7

0

0

27 15

NW 2ND AVENUE
NVI 2ND STREET & NW 2ND AVENUE

FT I.AI'DERDA],E, FLORIDA

CII,NTED BY: MARISA CRUZ

NOT SIGNALIZED

Traffic Survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

PEDESTRIANS

Site Code : 00L301.33

Start Date: 08/L4/f3

Fi}e I.D. : 2ST-2AVE

Page : 1

From NorEh

lNw 2ND STREET

I From EasE

0

0

0

0

0

0

0

0

lNw 2ND AVENUE

I From Soulh

0

0

L

0

0

0

0l 0 00

INW 2ND STREET

i !rom wesE rtt

Left Thru Right Peds I Left Thru Righr Peds I Left Thru RighE peds I LefL Thru Righr peds Total

07:00 0 0 0 0

07:15 0 0 0 0

07:30 0 0 0 0

0

0

0

0

0001

0000

0000

001

00s

001

5

2

O7t45 0 0 0 0 |

ol 1.1

ol

ol

ol

08:45 0 0 0 0 |

1l cl 1l

0 0 7l 0 0 o ol

Hr Tot.al 0

08:00 0

08:15 0

08 :30 0

L

3

o o ol o o o ol

0 0 3l o o 0 0l

0 0 51 0 0 0 0l

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1l

ol

ol

0l

Hr Total 0 ol 1l 0 o 16 I o o ol L7

16:00 0 0 0 0

L5;15 0 0 0 0

16:30 0 0 0 0

0

0

0

0

0

0

o

0

0

0

o

0

1

0

o

0

0

o

0000

0001

0000

002

002

002

4

L5:450000| lo

Hr Total 0

17:00 0

17:15 0

L7:30 0

0

0

0

0

o

0l

0l

0l

ol

Ut15 0 0 0 0l

1l

ol

ol

0l

0l

0 16 1 1l

0 0 0 2l 0000

18

0

0

0

o

0

0

0

0

0

0

0

0 0 o 2 | 0 0 0 0l

0 0 0 11 0 0 0 0l

0 0 0 sl 0 o o 2l

1

2

Hr Total 0 ol ol 0 o o 1ol 0 0 2l L2

TTOTAI,* ol q1 | 4l
I

I

^

tl l\lr

Nut ZsT

$u.sT-l4,zot3

-\ra.n bg'. Luuts Fa\on^"Lvro

I

rr\oTS\S Aa-\ iz€A
NVI 2ND STREET & FI"AGLER AVENI'E

FT I,A1'DERDALE, FIORIDA

COUNTED BY: LUIS PALOMINO

NOT SIGNALIZED

Traffic survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

ALIJ VEHICLES

Site Code : 00130133

sEart DaEe: 08/14/L3

FilE I.D. : 2ST-FI,AG

Page r 1

rtl

Ulurn Left, Ttrru Right I uTurn rJeft Thru Right I ururn Left Thru Right, I uTurn Left Thru Right,

FLAGLER AVENUE

From North

lNw 2ND STREET

I From rast

0

0

0

0

0

0

0

0

t------

I From south

lNll 2ND STREET

I From West

TotaI

07:00

07: 15

07;30

A7 245

0001

0000

0000

19

27

45

)l

'18

84

0

0

0

0

0000

0000

0000

00290

0 0 38 0

0 0 55 0

0 0 0 0l 0 0 0 0l 0 o 57 ol

Hilrocat 1l

ol

1l

ol

a4

27

39

27

27

ol

ol

ol

ol

0l

ol 0 179 0l 264

08:00 0 1

08: l-5 0 l08:30 0 0

0

0

08:45 0 1 0 0 |

0

0

0

0

0

0

0 o 0 0l

0 o 0 0l

o o o 0l

0055

0 0 84

0067

0l 7?

ol L2s

ol e4

0 0 0 0l 0 o 84 ol LL2

Hr Total 0

15r00 0

0

0

0

1l 114 ol o o 0l 00290 ol 4oB

t0

0

0

0

0

0

0

0

1

1

1

0

0

1

0 0 30 0

0 0 36 0

00420

0l 0 63 0l 0 0 0 0 | 0 0 33 0 |

0 59 0

o440

0 61 0

0000

0000

0000

91

6f

104

97

Hr Total

1.7: O0

17: 15

17:30

L7 t45

0 L22

0 88

073

0 0 141

0046

004L

0 0 56

0l 373

0l 169

0l r29

ol rze

0

0

0

0

1

0

0

0

0

0

0

.l

ol

0l

ol

0l

0 227 0l 0 0 0l

0

0

0

0

0l

0l

ol

o o o ol

o o o ol

o o o ol

0 67 0l 0 o 0 o 0 0 4! 0l 108

Hr Total ol 0 3s0 ol 0 0 0l 0 0 r.84 o I s3s

*TOTAL* al ol ol 794 ol 1580
NW 2ND STREET & FLAGLER AVENUE

FT LAUDERDAIE, FLORIDA

COUNTED BYr LUIS PALOMINO

NOT SIGNAIIZED

Traffj-c Survey SpecialisEs, Inc

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-32ss

ALL VEHICLES

Site Code : 00130133

Start Date: 08/L4/L3

File I.D. : 2ST_FLAG

Page : 2

FI,AG],ER AVENUE

From North

lNr{ 2ND STREET

l !rom EasE

t------

I From south

INW 2ND STREET

l !rom wesc

ttl

ll:furn LefE. Thru Rj.ght I UTurn LefE Thru Right I UTurn Left Thru Rj-ght I UTurn Left Thru RighE. Total

DaEe 08/L4/L3 -----------

Peak Hour Analysis By Entire Intersection for Ehe Period: 07:00 to 09r00 on 08/L4/L3

Peak start 08:00

volume0301

Percents 0* 75t 0* 25*

Pk total 4

Highest 08:15

Volume0L0L

Hi toEal 2

PHF .50

FLAGLER AVENUE

0

4

08:00

OOLL4

0t 0t 1-00t

114

08: O0

000

0t 0* 0t

0

O?: O0

000

0

.0

290 0

100t 0*

0

0* 0t

08:00

0

0t

290

08: L5

0

84

.86

0t

08:15

0 0 39 0

39

.73

0

n

0

NW 2ND STREET

0

tL4 l-t_s

1

' ft'uir Vlarlll-jTED

| | 

LL4 LL4

lr rl I i"

4[

I

-t ALL VEHTCLES t- |

rtr_

290 | rntersection Total | 

-

| 408 | 2e3 ll

TT4

290

290 3

290 tll 0

| ' 

NW 2ND J _ n_ 'TREET

.0

0-r

0 0

0
NW 2ND STREET & FLAGLER A,VENUE

FT LAT'DERDALE, FLORIDA

COIJNTED BY: I,UIS PALOMINO

NOT SIGNALIZED

Traffic Survey Specialists, Inc

624 Gardenia Terrace

Delray Beach, Florj.da 33444

Phone (551) 272-3255

ALL VEHICLES

SACE UOOE : UU]JUfJJ

cf^rts nriF. nA l1 L l1 1

FilE I.D. : 2ST_FI.AG

Page : 3

FI,AGI,ER AVENUE

From North

INW 2ND STREET

I rrom raet

l------

| !.rom uouEn

INW 2ND STREET

I From !{est

lll

UTurn Left Thru Right I UTurn Left Thru Right. I UTurn Left Thru RighE I UTurn Left Thru RighE Total

DaEe o8/14/13 -----------

Peak Hour Anal.ysis By EnEire Intersection for the Period: L5:00 to 18:00 on o8/I4/73

Peak sEart 17:00

Vol.ume0L00

Percent 0* 100t 0* 0*

Pk tota] l"

Eighest l-7:00

17:00

00

0t 0t

3s0

l-7:00

0

0t

184

17:30

0

56

.82

350

10 0*

0

0t

1,7:00

000

0t 0t 0*

0

0*

0

0t

184 0

1.00* 0t

Vo1ume 0 L

t{i total 1

Fdt .z)

NW 2ND STREET

0

350 350

0

17: 00

00L220

122

.72

FI,AGLER AVENUE

0

07:00

0000

0

.0

U

0

0

1lr

I

-l ALL VEHTCTJES t-l ' .f\!! VErlj-LlJED | 

-

| | 3so 3so

lr rl

l:r4s3slo '|rr_

184 | rntersect ion Tot.ar | 

-

I s3s | 18s ll

1t

.0

350

]-84

1,84 1

1_84

0 tll l- NW 2ND 

'TREET

r_

0-r

0

U

0
NW 2ND STREET & FI,AGLER AVENUE

FT I,AIJDERDAIE, F],ORIDA

COIJtil:[ED BY: LUIS PAIOMINO

NOT SIGNALIZED

Traffic Survey Specialist.s, Inc.

524 Gardenia Terrace

Del.ray Beach, Florida 33444

Phone (551) 272-3255

PEDESTRIANS

siEe code : 00130133

start Date: o8/14/L3

File I.D. : 2ST_FLAG

Page : 1

rll

Lert Thru Right Peds I Left Thru Righr. Pede I Left, Thru RighE Peds I Left, Thru Right Peds

FLAGLER AVENUE

From NorEh

07:00 0 0 0 1

07:15 0 0 0 0

07:30 0 0 0 1

lNw 2ND STREET

I From East

0

0

0

0

0

0

0

0 0l

t------

I From south

0

0

0

0

lNw 2ND STREET

| !rom wegE

0

0

0

0

0

0

0

o

00

00

01

0

0

0

0

0

0

0

o

0

0

0

0

1

1

0

o

3

2

o

1

l0

0?245 0 0 0 0 | 0l

Hr Total 0

08:00 0

08:15 0

08:30 0

0

0

0

2l

1l

1l

ol

08:4500001

0

o

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0

o o 0

1l

1l

1l

ol

0l

zl

ol

ol

ol

0l

2l

ol

ol

ol

0l

00

00

00

oo

Hr Total 0 ol ol

16:00 0 0 0 1

16:15 0 0 O 2

L6:30 0 0 0 3

0

0

0

0

0

0

0

0

0

0

0

0 0

0

0

0

o

0

0

0

0

0

0

0

o

0

0

0

o

4

4

o

1

0

0

0

ol

000

000

001

15245 0 0 0 0l

Hr Total 0 ol

ol

ol

1l

0l

7l ol

0 0 0l 0 0 0 0l

0000

0 0 o ol

o 0 0 ol

0 0 0 0l

.l 15

l-7:00

1.?:1.5

L7:30

l7 :45

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0 11 0 0 0 0l

0 0 2l o o 0 0l

o o 0l o o o ol

1

2

1

0

Hr Total 1l o o 3l o o ol 0 0 ol

*TOTAIT 11 |

11 | 2l 4l 30
NI A

s)gl

*

^ 5l ot /\o-T err*e

Pr^lZ=fr *l Sr-oP

4s

Ftr |ztuA erdqlef F,1o c; d6t

A*g*sTta, Zo t>

d not^l^ bg'. L{i s' Pato Mi ho

/\di6\grxttireA
NW 2ND STREET & NW 1ST AVENUE

FT I,AUDERDA],E, FI,ORIDA

COIiNTED BY: AMBER PALOMINO

NOT SIGNALIZED

Traffic survey specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

ALL VEHICLES

SiEe Code : 001301"33

start Dat.e: 08/!4/13

F1IE I.D. : 2ST_1AVE

Page : 1

NW lST AVENUE

From North

lNw 2ND STREET

I From raet

lNw r.sr AVENUE

I From souEh

INW 2ND STREET

I From west,

ttl

Ulrurn Left Thru RighE I UTurn Left Thru Right I UTurn Left Thru Right. I Ufurn LefE Thru Right Total

07: 00

07:30

O7 :45

05t2

0432

U5IO

0750

0550

0890

0032

0032

0051

0 2 t7 161

0 2 27 141

0 r. 44 17 l

0 1 46 L5 I

58

98

0 1 9 1l 0 18 ls 2l o 9 s 9l

Hr Total

08: 00

08: l-5

08:30

0 1 1tdla

008

L9 L4

18 1.9

15 18

L2t 0 38 35 o 23 r.0 19 bl

1 6 r34 53 I 358

zl

3l

0l

zl

ol

r. l

1l

0

0

0

0

o 3 6 8l

o 9 s 8l

0 3 3 ?l

0 1 38 191 L22

0 5 ss 301 164

0 3 57 131 128

08:45 O O 7 2 | 16 17 11 0 5 2 rrl 0 4 67 2Lt 153

HrToEal 0 2 35 7l 68 68 Jl 0 20 15 341 0 14 2r7 83 I 567

L6: O0

16:15

16:30

16:45

10 46

0 11 32

0

I

1

1

1

0

2

4

0

1

0

0

0

0

2

0

0763

06710

0511 2

o?2'78

0 I 25 tJ.

0 8 29 10

Lr7

1-l-5

125

r-1 47 ol o s 7 ts I o s 24 11 | 1?G

Hr ToEal +J IO 

'

L4 94

10 50

10 48

4l

ol

1l

zl

43 2l

6l 0 27 31 301 0 28 10s 401 493

17:00 0 1

L7:L5 0 1

17:30 0 0

7 2l

2 4l

3 3l

LZ I ZZ5

11 | 180

11 | 1s6

14 | 127

0

0

0

0

0

0

0

0

0

0

0

7

9

34

?7

3'7

19

t2

11

t8

10

L4

14 |

ru I

7l

L7t45 0 0 0 l- | l-0 9l

Hr Total O 2 L2 10 | 44 245 48 48 1 48 133 | 688

*TOTAL* 29 1 193 14 1 105 1?r I 589 234 | 2LO6
NW 2ND STREET & NW 1ST AVENUE

FT I,AUDERDALE, FI,ORIDA

COUNTED BY: AMBER PALOMINO

NOT SIGNALIZED

Traffic Survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

ALL VEHICLES

Site Code : 001301-33

SEart Date: 08/L4/L3

File I.D. : 2ST-lAVE

Page z 2

NW ]-ST AVENUE

From Norttr

lNw 2ND STREET

I From EasE

INW 1ST AVENUE

I From south

lNw 2ND srREEr

I From west

tll

l,Iturn Left Thru Right I ururn LerE Thru Right, I ururn Left Thru Right I uTurn LefE Thru Rlght.

DaEe 08/14/13 -----------

Peak Hour Analysis By EnEire Intersection for the Period: 07:00 ho 09:00 on O8/L4/I3

Total

Peak st,art 08:00

volume v z J5 |

08:00

0 68 68

0* 49* 49*

L39

08:15

08:00

0 20 15

0t 29* 23$

L4

16

3

08:00

0 1.4 2r7 83

0t 4t 69t 26*

3L4

08:45

04672r

92

.85

3

2l

34

Percent 0& 5t 80t l-5t 49t

Pk total 44

qi.ghest 08 :00

Volume0lll-2

Hi total 'J-4

PHF .79

NW 2ND STREET

2068 9s

7

2L7

247

018 1-9 1

38

.YL

NW ]-ST AVENUE

70

08:15

0958

cn

35

35

44

68

35

B3

'zv

'70

'34

33

1-4

58

L4 58

77r

I

-l ALL VEHICLES t-l --l 

- rtr-,u vEiJlIuuED 

[: ll13e68 lr rl

l 'lr_ io'

3L4 | rtttersection Total | 

-

| 567 | 2s3 ll

z

2t7

34

83

ttl tll- 83 I NW 2ND STREET

1,6

185 zv

NW 1.ST AVENUE

L6
NVI 2ND STREET & NW 1ST AVENI'E

FT I,AI'DERDA],E, FIORIDA

COTNTED BY: AMBER PALOMINO

NOT SIGNATIZED

Traffic survey gpecialist.s. Inc.

624 Gar.denia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

AIL VETIICLES

Sit,e Code : 00130133

Start DaEe: 08/L4/L3

File I.D. : 2ST_1AVE

Page : 3

NVI 1ST AVENI'E

From North

lNw 2ND SfREET

I From East

lNw 1sr AVENUE

lFrom souch

lNw 2ND STREET

lFrom West

I

Ilfurn Left Thru Right I Ururn LefE Thru Right I Lfturn Left Thru Right I Lrrurn LefE Thru Right. I Total

DaEe 08/14l13 -----

Peak Hour Analysis By Entire Intersection for Ehe Period: 16:00 to 18:00 on 08/L4/L3

Peak etart. 16:45

VoLume 03L6!2

16:45

0452493

0* 15t 84t 1t

297

17:00

0 14 94 0

108

.69

0624954

0t 38* 30t 33*

17:00

02318L4

55

.75

27

49

3

L6t45

o 27 'J,32 45

0* 13* 6st 22+

204

17:30

0 9 37 1L

57

.89

Percent 0t 10t 52* 39*

Pk tot,al 31

HighesE 17:00

Volume01.72

Hi toEal 1"0

PHF .?g

NW 2ND STREET

62 249 323

L2

1,32

L32

NW ]-ST AVENUE

L2 15

L2

3l45

t6

45

.62

L6 79

1-1-O I

I

-'l ALL VEHICLES t--| ' /-lJ-ll-l V.Cr.FlI\-!.ErD

| | 2e7 24e

trrl

I u,'7 486, L nu.tt_

204 | rntersection Total | 

-

| 6e7 | 18e ll

249

27

27 45

3

1,32

54

45

ttl I'

I NW 2ND STREET

27t

155 :-----.1

.49 .54

45

1_06

NW ]-S

62

AVENUE

49
NW 2ND STREET & NW ].ST AVENT'E

FT I,AT'DERDALE, F],ORIDA

CICUMIED BY: AMBER PAIOMINO

NOT SIGNAIIZED

Traffic Survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 3i444

Phone (561) 272-3255

PEDESTRIANS

Site Code : 00130133

Start Date: 08/L4/L3

File I.D. : 2ST_LAVE

Page : 1

ll

Left Thru Righr Peds I Left Thru Righr Peds I Lefr Thlu Right Peds I Left Thru Right Peds

NW 1ST AVENI'E

From North

0

0

0

0

0

0

lNw 2ND STREET

I rrom east

lNw 1sT AVENUE

lFrom South

lNw 2ND STREET

lFrom West

Total

07:00

utaL)

07r30

0

0

0

0

0

1

0002

0004

0004

0002

0004

0002

0000

0002

0002

10

9

O1:4a 0 O 0 0 | o 0 0 1l o o o sl 0 0 0 2l 8

Hr Tot.al 0

08100 0

ud: lf v

08:30 0

1l

?l

1l

2l

o 13 | o 12 1 3t

10

5

5

5

0

0

0

0

0

0

0

0

0

0

0

0

0

1l o o

ol o o

ol o o

o8:45 0 0 0 1 | 0 0 0 3 I 0 0 0 0 | o o 1l

o o 6l

o o 1l

o o 1l

o o o ol

o 0 o 3l

o o o 2l

Hr Total 0 21 0 rt 0 0 o sl o o el

16:00 0 0

15:15 0 0 0 2

15:30 0 0 0 3

0003

0001-

0004

0005

0007

0002

0008

0 0 0 11-

0007

L7

2!

16:45 0 0 0 0 | o o o 3 | o o o 5 | o o o 11 | 19

HrTotal 0 0 0 61 0

1l o

1l o

0l o

0 0 17 1 o o o r,3l 0 0 0 371

0

0

0

13

4

f,

17:00 0 0 0

1.7:L5 0 0 0

17:30 0 0 0

0

0

L?:45 0 0 0 0l 0 0 0 0l o o o o I o o o 2l

1l

zl

ol

0 o 0 3l o 0 0 8l

0 0 o 1l o o 0 0l

o o o 21 0 o o 3 |

Hr ToEal 0 21 0 0 o 0 6l o o 0 13 1 24

*TOTAI* 11 | 34 1 37 1

al I
A

NI'?+h

45

\)It

+

|Ar^$,rs14,Lotb I *,t | . K, '

draurn log: L-ui s Pato rni n o

l,toTS\gno"\;WA

0us

ttrolion
NW 4TH STREET & NW 5TH AVENUE

FT LAUDERDALE. FLORIDA

COUNTED BY: WAYNE ASSAM

NOT SIGNAIJIZED

Traffic Survey SpeciallsEs, Inc.

624 Gardenia Terrace

De1ray Beach, Florida 33444

Phone (561) 272-3255

ALL VEHICLES

Site Code : 00130133

Start Date: 08/:-4/13

File I.D. : 4ST_5AVE

Page : 1

DRIVEWAY

From Norttr

07:00 0 0 0 0

07115 0 0 0 0

07:30 0 0 0 0

02L40

0l-L20

00200

lNr{ 4TH STREET

l !rom EasE

lNw 5TH AVENnE

I From Soulh

lNw 4TH STREET

lFrom West

tl

UTurn Left Thru Right. I l.rrurn Left Thru Right I Ufurn Left Thru Right I Ilfurn Left Thru Right.

Dare 08/1.4/13 ---- .

Total

O7r45 0 0 0 0 |

0081

001-11-

00L70

0 3 20 0l 0 1, 0 3 | 0 0 38 1 | 66

0100

0100

0101

IT TOEA1 O

08:00 0

08: l-5 0

08:30 0

0 3 18

0422

0019

666 ol

ol

0l

0l

0

0

0

0

0

08:45 0 0 0 0l o 3 19 ol o 1 o 1l

ol

ol

ol

ol

30

43

2g

43

o 4 o ol 55

o 2 o 1l

o 2 o ol

4l 0 74 3l L57

0

0

0

0

0

0

o

1l

4l

2l

2l

Hr Total 0 0l 0 10 78 0l o e o 2l 744 ol

16:00 0 0 0 0

l-6:L5 0 0 0 0

15:30 0 0 0 0

0

0

0

0

0

0

0

0

t1

0

0 31

0 31

1 48

0

0

0

0l

47

49

20

10

0 0 10 2

0 0 13 r.

0 0 1l- 1

16:45 0 0 0 0 I 0 0 L6 2l

Hr Tot.al 0 0 0 0l 160

100

51

51

55

ol

ol

ol

ol

ol

t-1

1-5

11

9

4l

zl

r-l

1l

0 0 so 5l

0

0

0

234

17: O0

17:30

0

0

0

0

0

0

0

0

ol

ol

ol

].7t45 0 O O O I 0

3

1

0

0

0

o

0

0

0

0 l-8

015

015

2l 140

r. I s1

11 80

aq

l{r ToEal 0 ol 257 ol 40 LI 380

*TOTAL* ol ol 14 I

27 ^- |

z5 | LVaJ
NI{ 4Tt{ STREET & N!{ 5T1{ AVENUE

FT I,AUDERDA],8, FLORIDA

COUNIED BY: WAYNE ASSAM

NOT SIGNALIZED

Traffic survey SpecialisEs, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551-) 272-3255

AI,L VEHICI,ES

SiEe Code : 00130133

Start Date: 08/14/!3

File I.D. : 4ST_5AVE

Page : 2

DRIVEWAY

From North

NW 4TII STREET

From East

lNw srn AVENLE I

lFrom south I

rl

NW 4TH STREET

From West

UTurn Left Thru RighE tlfurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I

DaEe 08/L4/L3 ------

Peak Hour Analysis By Entire InEersecEion for the Perlod: 07:00 to 09:00 on 08/f4/L3

Peak scarE 0g:00

voLume 0 0

Percent 0* 08

Pk total 0

Highest 07:00

00

0t 0t

08:00

0

0t

88

08:15

.85

08:00

0

0t

153

08:15

0

4?

.6r

r44 9

94$ 6+

10780

1Lg 89* 0*

08r00

090

0t 82t 0*

11

08:00

040

4

2

r,8 t

0

0

0t

volume0000

Iri Eotal 0

PIIF . O

DRIVEWAY

0

0

0

NW 4TH STREET

olT

I

-l ALL VEHTCLES t- |

-_-l 

-ftr-'r-' v'Ernr\-']r.D 

F; 78

I j-o zzt+ 

'!rr_

l=

153 | rntersection Total | 

-

.12521L46 llr

0l 0

ol

.9

9

78

0

87 78

10

r44

L44 0

1,44

2 ttt l-I NW 4TH STREET

30

11

10 0t.

0

9

l_9

NW 5TH AVENUE
NW 4TH STREET & NVI 5TH AVENI'E

FT I,AUDERDALE, FIORIDA

COUNTED BY: WAYNE ASSAM

NOT SIGNAI,IZED

Traffic Survey Specialists, Inc.

524 Gardenia Terrace

Delray Beach, FLorida 33444

Phone (551) 272-3255

A].L VEHICLES

Site Code : 00130133

Start Date: 08/L4/L3

File I.D. : 4ST_5AVE

Page : 3

DRIVEWAY

From North

lNll 4TH S?REET

I Fr^m FAAts

lNw 5TH AvENtrE

I From South

INW 4TH STREET

l !rom wesE.

ttt

ulurn Left Thru RighE I Ururn Lert Thru Right I UTurn Left. Thru Right I uTurn Left Thru Right

Dare 08/14l13 -----

Peak Hour Analysj-s By Entire IncersecEion for the Period: 15:00 to 18:00 on O8/L4/L3

Peak start 17:00

Volume0000

Percent 0t 0* 0* 0t

Pk tolal 0

Highest, 07 r 00

Volume0000

Hi Eot,al 0

PHF .O

DRIVEWAY

TotaI

17:00

0

0*

265

17:00

0

103

.64

s

3*

257 0

975 0t

17:00

0 40

0t 91t

44

L7:00

015

T7

04

0t 9t

1?: 00

0t

7t

17:00

0

20

qq

0

0*

665

93t 7t

0

0

n

NW 4TH STREET

40 257 297

0

orT

I

-1 ALL VEHTCLES t-l

-l 

- Arrrr v.",nrurr.rD 

[:

| | 26s 2s7

lr rl

l:"": t18

7t I rn.ersectrion Total- | 

-

l380lto ll

0l 0

gl

.40

257

66

66 0

65 trl 4

tlll

I nw 4TH STREET

I 

- 

q?57

44

x

0

5

13

NW 5T:

40

AVENUE
NI{ 4TH STREET & NW 5TI{ AVENT'E

FT TAUDERDALE, FLORIDA

COT'NTED BY: WAYNE ASSAM

NOT SIGNALIZED

Traffic Survey gpecialists, Inc.

524 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

PEDESTRIANS

Site Code : 00130133

Start Date: OS/f4/!3

File I.D. : 4ST_5AVE

Page : L

,tl

Left Thru Right. Peds I Left. Thru Right Peds I Left. Thru Right. Pede I Left Thru Right. Peds

DRIVEWAY

From North

07:00 0 0 0 0

07:15 0 0 0 1.

07130 0 0 0 1

INW 4TH STREET

I From East

lNw srH AVENUE

I From south

0

0

0

0

0

0

0

o

lNw 4TH STREET

l !rom wesE

0

0

0

o

0

0

0

o

Total

0000

0000

0000

0

0

0

0

0

0

0

o

00

00

00

0

1

1

O7t45 0 0 0 0 | 0 0 0 ol o ol o

Hr aotar u

08:00 0

08:15 0

08:30 0

0

0

0

0

0

08:4500011

2l

1l

1l

0l

ol

ol

ol

1l

0l

0

0

0

0

0

0

0

0

0

0

0

ol ol

0003 0 0 o r. l

0 0 0 0l 0 0 0 0l

0 0 0 2 | 0 o o 2l

0 o 0 0l 0 0 o ol

1

f

1

5

Hr Total 0 3l 1l 0 0 5l 0 0 3l L2

1,6:00 0 0 0 0

16:15 0 0 0 0

16:30 0 0 0 L

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

o

0

0

l"

ol

0000

0000

0001

0

0

3

L6145 0 0 0 0| o

0

1

1

0000

o o 0 0l

o o o 0l

1l

ol

1l

0l

0

0

0

0

0

0

0

0

0

o o 0 0l

o o o 0l

o o o 0l

0

0

0

0

0

ol 1l 1l

0 0 0 0l

1l

ol

ol

ol

17145 0 0 0 1 | 0 0 O O I

I{r Total 0

17: O0 0

1?:15 0

17:30 0

llr ToEal 0 1l o o 0l o 0 0l

*TOTAI,* '1 | 1l 8l 4l 20
NA{

+

@

<>

v

ff. lA"u'd erdar\e,F bri J au

.t,ro-n tog: L-uir %{,oryrino

vtcf s\gna.-ti:-{

tWL
NW 4TH STREET & FI,AGLER AVENUE

FT LAUDERDAI,E, FIORIDA

COUNTED BY: ROLANDO MARTINEZ

NOT SIGNALIZED

Traffic Survey Speciafists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

ALL VEHICLES

Site Code : 00130133

starE Date: 08/L5/L3

File I.D. : 4ST_FLAG

Page : 1

FI,AGI,ER AVENUE

From NorEh

07100 0 0 0 0

07:15 0 0 1 0

0?:30 0 0 1 L

0170

00L40

00L70

lNw 4TH STREET

I rrom East

I FLAG],ER AVENUE

I From souEh

lNw 4TH STREET

lrrom wesE

tl

Lrrurn Lef! Thru RighE I Ufurn Left Thru Right I Ururn Left. Thru Right I Ururn Left Thru Right ToEal

0000

0000

0000

00r20

0 0 13 0

00150

20

34

07:45 0 0 0 0 | 0 0 ls 0l 0 0 0 0l o 0 25 1l 41

Hr Total 0

08:00 0

08: L5 0

08:30 0

1l

ol

1l

ol

ol

ol

ol

ol

ol 1l

1l

ol

1l

1l

L23

49

57

153 065

0

0

0

0

0

0

0

0

0

0

0122

0123

o o 0 0l

o o o ol

o o 0 ol

0

0

0

0

25

37

30

08:45 0 0 0 ol 0 r 20 ol o o o ol 40

l{r Total 0 1 | 0 s 89 ol 0 o 0 ol 132 3l 230

1,5: 00

16:45

0

0

1

2l

0

0

0

o

0

0

0

0

t

0

1

0

0

0

o

0

1

0

1

1

30

24

45

42

0

0

0

o

0

0

0

o

0

0

0

o

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0l

48

0 15 39

0 1"3

0 15

Hr Total 3l

0l

0l

ol

141

7A

59

64

ol

ol

ol

ol

59

2t

I4

ol zv6

99

dI

6Z

ol

0l

0l

ol

0l

!.7:00 0 0

1?115 0 0

17:30 0 3

!7:45 0 0 1 0 |

0

0

0

0

0

0

1

0

0

0

0

0

0

0

0

o

0

0

0

0

0

0

0

0

0

0l

ol

ol

31 0 | 0l

Hr ToEal 0 ol 232 ol ol ol 3r7

*TOTAI,* 10 515 ol ol 4l 878
NW 4TH STREET & FI,AGI,ER AVENUE

FT I,AT'DERDA],8, FI,ORIDA

COIJNTED BY: ROLANDO MARTINEZ

NOT SIGNAIIZED

Traffic Survey Specialists, Inc.

624 Gardenia Terrace

Delray Beach, Florlda 33444

Phone (551) 272-3255

ALL VEHICLES

SiEe Code : 001-30133

sEarc Date: 08/L5/L3

File I.D. : 4ST_FLAG

Page : 2

FI,AGLER AVENUE

From North

NW 4TH STREET

lNvr 4TH STREET

l!rom EaEE

I FLAGLER AVENUE lNw 4TH STREET

I From wesE rtl

UTurn LefE Thru Right I UTurn Left Thru RighE I Ufurn LefE Thru Right I Ufurn Left. Thru Right.

nria ne/1q/1? --------

Peak Hour Analysis By EnEire Inter.section for the Period: 07:00 to 09:00 on O8/L5/L3

Peak start 08:00

Volume0001

Percent 0t 0t 0t 100t

Pk total 1

tlighesE 08: l-5

Volume0001

Hi toEal 1

PHF

FLAGLER AVENUE

0

1l

08:00

0 s 89 0

0t 5t 95t 0t

94

08:30

02240

.90

08:00

00

0* 0*

0

00

0t 0t

08: 00

0

0t

135

08:45

0

4!

.82

1.32 3

0t 98t 2$

07:00

0000

0

.0

0

U

U

89

I

90 89

--] 

'Auu vEfl'\-LED 

[j

| | e4 8e

lr rl

lrrs226Ls

1lT

I

-1 ALL VBHTCLES t- |

'tt_

r35 | rrr.ersection Total | 

-

| 230 | L32 ll

L32

132 0

L32

0

tll l- r_ NW 4TH sTREET

.0

0-r

5 0

0

3

FLAGLER AVENUE
NW 4TH STREET & FI,AGLER AVENT'E

FT I,AUDERDALE' FI,ORIDA

COIjNTED BY: ROLANDO MARTINEZ

NOT SIGNAI,IZED

Traffic survey specialist,s, Inc

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

A!! VEEIUIED

Site Code : 00130133

StarE DaCe: 08/L5/L3

File I.D. : 4ST_FLAG

Page ; 3

FLAGLER AVENUE

From North

lNw 4TH STREET

I From East

I FLAGLER AVENUE

I From souEh

lNw 4TH STREET

I Prom wesE

tll

llturn Left Thru Right. I ururn Left Thru Right I ururn Left. Thru RighE I Itrurn Left Thru RighE I Tocal

DaEe 08/15/13 -----------

Peak Hour Analysis By Entire IntersecEion for the Period: 15:00 to 18:00 on O8/L5/L3

Peak start 16r45

volume03o2

Percent 0t 50t 0t 40t

Pk tot,al 5

HighesE L7:30

volume0300

Hi Eotal 3

PHF .42

NW 4TH STREET

n

243 245

2

L7:00

00780

78

.79

FLAGLER AVENUE

16r45

0000

0t 0* 0t 0t

0

07:00

0000

0

.0

o2

0t 1t

245

243 0

99t 0*

16:45

0

0*

72

L7:15

0

22

0

0t

720

r00t 0t

0

0

0

5T

I

-1 ALL vEHIcLEs t-l

r72 | rntersection Totar | 

-

t322ltu ll

0

5

.n

243

72

72 3

72

0

tll l-I NW 4TH STREET 2 

-___t

0 --r

z 0

0

0

FLAGLER AVENUE
NW 4TH STREET & FLAGLER AVENUE

FT I,AUDERDA',8, FI,ORIDA

COUNTED BY: ROLANDO MARTINEZ

NOT SIGNALIZED

Traffic Survey SpecialisEs, Inc.

524 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

PEDESTRIANg

Site Code : 00130133

sEarE DaEe: 08/15/13

F1lC I.D. I 4ST-FI,AG

Page : 1

ttl

Left Thru Right, Peds I teft Thru Right Peds I LefE Thru Right Peds I Left Thru Right Peds

DaEe 08/15l13 ----------

FI,AGLER AVENUE

From North

07:00 0 0 0 0

07:15 0 0 0 0

07:30 0 0 O 2

lNw 4TH STREET

l lrom Easc

0

0

0

0

I FI,AGLER AVENUE

I rrom south

lNw 4TH STREET

| !rom wesE

0

0

0

0

0

0

0

0

TOTAI

0

0

0

1l

1l

ol

0l

0000

0000

0001

0

0

0

0

0

0

1

07:45 0 0 0 0 | o o o ol 0l 0

zl 1l zl

ol

ol

ol

Hr Total 0

08:00 0

08:15 0

08:30 0

1

2

7

0 o 0 ol 0 o o 1l o o 0 0l

o o o 11 0 o o 0l o o 0 1l

o o o r. l o o o ol o o o 1l

0

0

0

0

0

0

08:45 0 0 o 1 | o o o 3 | 0 0 0 21 0 0 0 1l

Hr '10caa u 1l o 0 sl 0 0 31 0 0 0 3l 12

1"6:00 0 0 0 0

l-5:15 0 0 0 0

16:30 0 0 0 0

0

0

0

o

0

0

0

0

0

0

0

ol

ol

ol

.l

0001

0002

0000

0002

0001

0003

3

3

l-5:45 O O O L l 0003 0 0 0 0l 6

Hr Total 0 o o 1l 0 0 0 9, 0 0 3l l5

17: 00 0

l-7:15 0

L7:30 0

5

1

ol

1l

ol

0l

0

0

0

0

o o o 21 0 o o o l o o

o o o ol o o o 2l o o

o o o 1l o o o ol o o

0 0 ol

ol

1l

77:45 0 0 0 0l 0 0 0 0l 0 0 0 1l o 0

Hr Total 0 1l o o o 3l o o 3l 1l

*TOTAI,T ql ro I
A

ilo+h

9 2

lw

AugusTtA,t-cstn

Jrr-*n b3'. Lu,is Pa[orvtlno

rrrorsi3na-tt ,=d
NW 4TH STREET & NW 1ST AVENUE

FT LAUDERDALE, FLORIDA

COIJI{TED BY: CARLOS PALOMINO

NOT SIGNAI,IZED

Traffic Survey Specialists, Inc.

524 Gardenia Terrace

Delray Beach. Florida 33444

Phone (551.) 272-32s5

Site Code : 001,30133

starE DaEe: 08/L5/L3

File I.D. : 4ST_lAVE

Page : 1

rtl

tlrurn Left Thru Right I UTurn Left Thru RighE I UTurn Left Thru Right I UTurn Left Thru Ri.ght

DefF O8l1q/1? ---

07:00

0?: L5

07:30

O'7 t 45

27

212

48

Total

41

39

52

NW 1ST AVENIIE

From North

0

0

0

0

1

2

0

1

lNw 4TH STREET

I !rom EasE

0

0

0

0

lNw r.sr AVENUE

l !.rom riouEn

I Nw 4TH STREET

I Irom wesE

0

1

1

1

2

0

lI

0 1 1 1l

o 2 1 3l

o 2 2 2l

o 2 11 0

0 1 l-3 4

00L4 l1 3 4 r | 0 r 23 3 |

Hr Total

08: 00

08: 15

08:30

08:45

05L6

092t

0716

10 |

)l

3l

4l

3l

8l 156

84

70

83

832

2l

r-l

1l

0 6 13 11 0 0 1 sl

7l

0

0

0

2

0

1

o o 2 2l

o 2 1 3l

o s 0 2l

0 0 23 5l

0 o 38 4 |

o 2 26 3l

o 3 39 sl

Hr '10caf 13 Is I 02866 't 4 12 l 0 s 126 181

15:00 0 1 0 1

16:l-5 O 2 1 3

16:30 0 1 0 5

05295

0 4 18 4

0 4 40 L

0

0

0

0

0

1

t0

0

0

0

1 73

81

28

U5

551

2L2

212

2].3

L6t45 0 1 1 61 0 1 39 2l 015

Hr Total 0 5 2 Lsl 0 14 L26 t2l

0 1 63 3l

o 2 s1 3l

o 2 49 3l

0 2 29 3l

13 241 52 282 ql

17100 0

L7:L5 0

17:30 0

l7 t45 0

0 ls 2 r2l

o 6 5 18 1

1 10 4 r.3 I

0 4 1 6l

0l-L7

0022

!2r7

3 2 3l

s 0 2l

s 1 sl

2l L24

2l rr7

1l rt4

4 2 3l 0 4 17 1l

Hr Tot,al 0 r rJ I 0 7 r92 L2l L 3s 13 491 L 7 73 61 437

*TOTAL* 5J I 31 | >z 57 I 22 3L2 41 | !L73
NW 4TH STREET & NVI 1ST AVENUE

FT I.AUDERDALE, FLORIDA

COUNTED BY: CARLOS PALOMINO

NOT SIGNALIZED

Traffic Survey Specialj-sts, Inc.

524 Gardeni-a Terrace

Defray Beach, Florida 33444

Phone (561) 272-3255

ALL VEI]ICLES

Si.te Code : 00130133

Start Date: 08/t5/13

FilE I.D. : 4ST-1AVE

Page t 2

NW 1ST AVENIIE

From NorEtr

lNw 4TH STREET

I From east

INW 4TH STREET

I From west

lNvi 1s" AvENttE

lFrom souEh

t,l

tlfurn Left Thru RighE I Ufurn Lefts Thru Rigtlt, I Ufurn Left Thru Right I tlfurn LefE Thru Righc ToEa]

n.tsa na/16/r2 --------

Peak t{our Analysis By Entire InEersection for the Period: 07:00 to 09:00 on 0g/I5/'}-3

Peak start 08:00

volume

08: O0

028665

0* 28* 67t 5*

99

08:15

092L1

31

.80

08:00

0741"2

0t 30t I7* 521

23

08:30

0502

7

.82

08:00

05L2618

0t 3t 8ss 12+

L49

08 :45

03395

47

.79

Percent 0t l-5* 39* 45t

Pk EoEal 33

Highest 08:00

voIume0235

Hi EoEal 10

PHF .82

NW 4TH STREET

LZO

1,26

NW 1ST AVENUE

15 13 5

4

5

t_5 5

.7

1_3 14

33

BB oo

7

66

15

47r

I

-t ALL VEHICLES r- |

' fIrJ! vEnr\-lraD | 

-

llee56 lr rl

| '.t7 242 L "

'!tr_

LAg I rtrtersect.ion Total | 

-

| 304 | 143 ll

z6

5

L26

L2

18

rtl tll-I NW 4TH STREET J-a) B2

23

41. 1_

1_B

28

1-3

18

59

NW 13

7

AVENUE
NW 4TH STREET & NW 1ST AVENUE

FT I,AI'DERDALE. FLORIDA

COUNTED BY: CARLOS PALOMINO

NOT SIGNALIZED

Traffic Suney Special.ists, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (551) 272-3255

ALL VEHICLES

site code : 00130133

Start Dale: 08/L5/f3

File I.D. : 4ST_IAVE

Page ; 3

NVI ],ST AVENT'E

From North

lNw 4TH STREET

I From East.

lNw 1sr AVENUE

I From South

lNYr 4TIt STREET

I From West,

ll

UPurn Left Thru Ri.ght I ururn Left Thru Right I Ururn Left. Thru Right I rnurn Left, Thru Right

DaEe 08/15l13 -----------

Peak Hour Analysis By EnEire IntersecEion for the Perj,od: L6:00 Eo 18:00 on 08/I5/f3

Peak EtarE 16:45

Volume 014 416

Percent 0* 4Lt 12t 47+

Pk total 34

Highest l-7:30

Volume0515

gi total 11

PHF .'77

NW 4TH STREET

33 202 25L

1a

7l

17:00

U T OJ J

,62

NW 1.ST AVENUE

16:45

L32L748

lt 33* L7* 49t

98

L7 tL5

0 5 6 18

30

16:45

137!1.0

Lt 4* 84t L2+

85

17:15

00222

.89

16:45

05

0t 3*

2L9

202 11

92+ 5t

l_6 t4 4

t7

11

L6 L4

34

33

AVENUE

3Z

56f

-'] ALL VEHICLES |---l 'l{Jr! V.E.trlrL-Ir.ED

| | 

2Le 202

lr rl | 1" r_

85 | rtrtersection Total | 

-

| 436 I 133 ll

zvz

7I t4

7L

48

l_0

L0

lll tl

I Nry 4TH STREET I 

- 

rrai-L8

98

,ll

10 

ll

;; 

ll

tl NW 1ST

. 33 r7l . 4

T7
NW 4TH STREET & NW 1ST AVENUE

FT I,AUDERDALE. FLORIDA

COTNTED BY: CARI,OS PALOMINO

NOT STGNALIZED

Traffic survey specialiste, Inc.

624 Gardenia Terrace

Delray Beach, Florida 33444

Phone (561) 272-3255

PEDESTRIANS

Site Code : 00L30L33

Start Date: 08/15/73

FilE I.D. : 4ST-1AVE

Page : 1

NW 1ST AVENUE

From North

INW 4TH STREET

I From EasE

lNw 1sr AVENUE

I From gouth

lNw 4TH STREET

I rrom wesc

tll

Lefr Thru Righr peds I Lefr. Thru Right Peds I LefE Thru RighE Peds I Left Thru Right Peds

07:00 0 0 0 0

07:15 0 0 0 0

0?:30 0 0 0 0

3

0

0

07;45 0 0 0 1| o 0 o 0| o o 0 ol o o o ol 1

ToEal

0000

0000

0000

0000

0000

0000

0003

0000

0000

3l

1l

ol

ol

ol

ol

ol

ol

ol

ol

Er Totsa1 0 rl 0 ol

1

o

0 0 0l

o o 2l

0 0 2l

0

0

0

o

00

00

00

00

0l

0l

ol

0l

0

0

0

o

0

0

0

0

0

0

0

o

0

0

0

0

00

00

00

oo

0

0

0

08 :00

08:15

08:30

Er Tota1 0 ol 1l ol 4l

16: O0

L5: 15

16:30

15:45

0

0

0

0

0

0

0

o

0

1

0

0

0

0

0

0

0

0

0

0

1

o

0

0

o

0

0

0

o

0

0

o

0

0

0

o

0

0

0

o

0

0

0

o

6

0

1

o

00

00

00

o ol

Hr Total 1l

zl

ol

ol

ol ol 0 0l

0

0

0

0

0

0

[tt45 0 0 0 0 | 0 0 0 0 |

1.7: 00 0 0

L7:!5 0 0

17:30 0 0

0 0 0 0l

o o o ol

o 0 o 0l

0 0 0 0l

0 0 o 0l

o o o ol

o 0 0 ol

0

U

0

0

0

0

o

0

0

2

LI

ol

ol

2l

Hr Tot.al 0 zl ^l 0 0 0l o o ol ol

*TOTAL* AI 1n I

--l 0l ld i
+ <>

,rt

W, l4tr-d eY'da\e 

t 

Fh c i Ja-

,4,^g,^sT- l4Po tb

.\ra,r*r t$l t-r,,"i-s ?aLofflino

AoTsiqnutrzd
Roadway Segment Counts
Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (551-) 272-3255

Volume Report wiLh 24 Hour Totals Page 1

********************************************************************************

Data File

St,ation

: D0813002 . PRN

:00000008L206

: Aug L3, 13

: Aug 13, 1-3

: Ft Lauderdale, FI

Interval Start. time Stop time

County

15 minutes

00:00

24 :00

Broward

Identif ication : 00005841-0085 Start date Stop date

Cit-y/Town Location : NW 2 St Bet NW 2 Ave & Flagler Ave *******************************************************************************

Aug 13 Westbound Volume for Lane 1

End Time 00

1_5 7

30 0

453

00 2

0r_ 02

l_0 10

5U01

03 04

10I224L2

05

---:

5

6

6

6

06 07

--_. --"-:

o rv

820

l_t_ 27

11 20

OB

2n

34

27

30

09

28

27

38

22

10

-;;

zv

43

25

11

zz

z6

5U

28

Hr Total T2 27 36 85 L2L I l-5 L22 t_08

End Time L2

l_5 50 30 38 45 39 00 4L

Hr Tot.al 168

l_5

- -;;

40

35

36

L70

L4

45

29

35

38

'1"47

l_5

36

52

39

1,57

1,6 L7

5Y III

47 99

58 75

70 59

234 344

1_8 L9

64 3t- 42 28 40 28 t_8 L7

1,64 104

20 2r

1,'7 13

20 t2

I'7 1_5

15 1,2

70 52

22 23

87 t_3 5

6385

35 20

24 Hour Total z 2305

AM peak hour begins : 11:30 AM peak volume : L46 Peak hour factor : 0.73

PM peak hour begins z L6245 PM peak volume : 355 Peak hour factor : 0.80

*********************************************************:k*********************

Aug l-3 Eastbound Volume for Lane 2

End Time 00

t_5 2

30 3

45 1

00 1

01_ 02

2L22

1n.L\J 10

08 09

7t 60 77 45 75 45 70 41,

10 l_1

39 35

31 36

41 26

39 37

03

0

0

0

0

04

0

0

2

3

05

3

B

t2

L7

06

11

18

19

t-9

07

24

32

45

16

Hr Total 1 40 67 1,77 293 l- 91 1_50 L34

End Time 12 l-3

15 52 39 30 44 46

45 47 3l_ 00 45 48

Hr Total 188 764

L4 t-5 15

46 43 45 31 28 36 36 32 47 31 38 52

1_50 L4l. 18 0

t7 18

58 53

48 3t_

36 25

39 27

L81 136

t-9 20

28 23 24 L2 24 L7 L9 13

95 65

2L 22 23

l_l_ 15 6

l-0 8 3

20136 L2]-69

53 52 24

24 Hour Total z 2502

AM peak hour begins z 07 245

PM peak hour begins : 16:30

AI"1 peak volume : 299

PM peak volume : 205

Peak hour factor z 0.9'7

Peak hour factor : 0.88 *******************************************************************************
Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255

Volume Report wiLh 24 Hour Totals Page 2

********************************************************************************

Dat.a File Station Identification Start date Stop date

City/Town

Location ****************

Aug 13

DOB13O02. PRN

00000008r206

000058410086

Aug 13, l-3

Aug L3, l-3 Ft Lauderdal-e, Fl

Interval Start time Stop time

County

: l-5 minutes

: 00:00

z 24200

: Broward

NW 2 St Bet NW 2 Ave & Flagler Ave ***************************************************************

Total Volume for A11 Lanes

End Time 00

---::--- ---^

15> 30 3

454 00 3

Hr Total l-9

01 02 03

311-

321_

402

111

11 45

04 05

062]-4 5 18 523

13 6L

06 07

L'7 43 26 52 30 72 30 96

103 263

08 09 l_0 t_l_

1- 01_ 8 B 72 5'7 ]_l_t_ '72 51_ 64

L02 83 84 s5

l_00 63 65 55

4L4 306 272 242

End Time 12

1_5 rO2 30 82 45 85 00 86

Hr Total 355

13 1,4

98 91,

86 60

66 7L

84 75

334 297

l_5 1,6

73 t-04 64 83 84 105 77 t22

298 444

t7 1-B

1,69 1,1,'7

1,47 73 111 5s

98 45

525 300

t9 20

59 40 52 32 52 34 36 29

a99 13s

2L 22 23

24 23 13 222L8 35L99 24 24 L4

105 87 44

24 Hour Total : 4807

Peak hour factor : 0.93

Peak hour factor : 0.Bl- *******************************************************************************

AM peak hour begins : 08:00

PM peak hour begins z L6:45

AM peak volume z 41-4

PM peak volume z 549
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 Station : D0813003. PRN

:000000081207

: Aug 13, 1-3

: Aug 13, l-3

: Ft Lauderdale, FI

Interval Start time Stop t.ime

County

15 minutes

00:00

24200

Broward

Identification : 000058410190 Start dat,e Stop date citl/town

Locat ion : NW 2 Ave Bet NW 2 St & Broward Blvd

***********************************rl*******************************************

Aug l-3 Northbound Volume for Lane lEnd Time 00

| 5 ll

30 r- 45 l- 00 0

Hr Total 2

01 02

00A ZU0000

20

08 09

9L4

9 l-0

9 l-l_

L29

39 44

10 11

22 1_5 7L2 1-1- 4

t_3 7

53 38

03

t0

0

---i

04

0

0

1

0

t05

t_

q

5

7

l_8

05

--

7

8

4

25

o7

7

8

10

31

End Time 12 1-3

15 l_0 l_l_ 30 14 20 45 1_0 10 00 L4 r_5

Hr Total 48 56

14 15

714

9L3

l-9 1,6

1-3 L9

48 62

16 t7

L6 24

13 tB

L4 L4

23 20

66 76

1_8 19

22 l_0 135 t_1_ 5

a2B

58 28

2L 22 23

---: ---:

J31 732 734 434

2I L2 1-L

zv

.--;

6

7

5

24

24 Hour Total : 764

AM peak hour begins : 10:00

PM peak hour begins : 16:30

AIvl peak volume : 53

PM peak volume z '79

Peak hour factor : 0.60

Peak hour factor : 0.82

******************:k************************************************************

Aug 13 Southbound Volume for Lane 2

End Time 00 0l15 10 30 0 0

45 11 00 0 0

Hr Total 2 I

02 03

00000000

00

04 05

000201I2

1-5

06 07

25255764

15 2r

0B 09 r_0 r_1

47]-L6

6335

3 5 t_1 7

7255

20 L7 30 23

End Time L2 13

L597 30 4 3

4588 00 7 6

Hr Total 28 24

L4 l_5

77

46

97

411

24 31

1_6 L7

37

10 11

94

94

3l_ 26

18 l_9

74

67

54

34

zz L>

20 2I

5442232L

l_3 10

22 23

44l_0 3220

10 6

24 Hour Total : 379

AM peak hour begins : 10:00

PM peak hour begins : 16:30

AM peak volume :

PM peak volume :

Peak hour factor : 0.58

Peak hour factor : 0.82

30

36 *******************************************************************************
Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (551) 272-3255

Volume Report wlLh 24 Hour Totals Page 2

********************************************************************************

Data File Station : D0B1-3003. PRN

: 00000 0081,201

: Aug 13, 1-3

: Aug 13, 13

: Ft Lauderdale, F]

Interval Start time Stop t.ime

County

L5 minutes

00:00

24 :00

Broward

Identification : 0000584L0190 Start date Stop date

CitylTown

Irocation : NW 2 Ave Bet NW 2 St & Broward Blvd *******************************************************************************

Aug 1-3 Total Volume for A11 Lanes

End Time 00

15 1

30 1

452 00 0

Hr Total 4

0r- 02

00201000

30

03

1-

0

0

0

1

04

-__:

U

0

1

1

z

05

1

7

6

9

23

UO

--;

9

l_3

10

40

07

t- t_

L2

t-5

L4

52

08

- -.-:

l-5

15

t2

L9

59

09 10 l_L

21 33 2L 13 1_0 L7 1_6 22 l_l_ l_1 t_8 L2

6r 83 61

End Time

I5

5U

45

00

Hr Total

1_3 1,4

1_8 L4

23 13

18 28 2r t7

80 72

15 1_5

21, 19

19 23

23 23

30 32

93 97

L7 18

5r z>

z> L> 18 r7 24 15

LO2 80

L9 20 2r

L4 11 7

L2 l_0 9

9910

1275

47 37 31_

22 23

ta

+z6654

22 L7

L2

IY

18

21,

76

24 Hour Total : 1l-43

AM peak hour begins : 10:00

PM peak hour begins : l-5:30

AM peak volume : 83

PM beak volume : 115

Peak hour factor : 0.63

Peak hour factor : 0.90 ********************************************tr**********************************
Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255

Volume Report w!trh 24 Hour Totals Page l- ********************************************************************************

Data File Station : D08L3008. PRN

:000000081-208 Identification : 00005841-01-36 Interval- : l-5 minutes Start date : Aug !3 , l-3 Start. time : 00: O0 Stop date : Aug L3, L3 Stop time : 24:00 City/Town : Ft Lauderdale, Fl County : Broward Location : NW 4 St West. of FEC Railway Grade Xing *******************************************************************************

Aug 1-3 Eastbound Volume for Lane lEnd Time 00 01 vz tt < 04 05 06 07 08 09 10 ll_

1_5

30

45

00

z

0

-L

0

0

0

2

0

0

i.

U

1

3

n

1

0

4

3

5

B

1

z

1

6

2

0

1

1

7

t4

25

22

32

40

Jt44

30

z5

z6

23

22

zz

24

l-6

L4

11

T2

26

Hr Total l_0 20 68 1,4"7 1,04 84 63

End Time L2

15 1,7 30 L4 45 20 00 20

Hr Total 71,

13 L4

--:: --::

IY I5 L6 t_l_ L2 1_8

i LZ ^ ZZ^a --;; --e;

l_5

21,

l_9

L2

L7

69

L6

1_ tL4

t-B

l-5

58

L7

L6

28

22

23

89

l_8

--:^-

z5

1-5I

1,2

19

--:-

9

l_3

9

20

4

2

7

2

2L

---:

7

6

4

--;; --;; --i; --;;

22 23

222333t_1

89

24 Hour Tota1 : 1-080

AM peak hour begins : 08:00

PM peak hour begins : 17:15

AM peak volume : 1-47

PM peak volume z 96

Peak hour factor : O. 84

Peak hour factor : 0.85 *******************************************************************************

Aug 1-3 Westbound Volume for Lane 2

End Time

15

30

45

00

Hr Total

---; ---i

100022

33

03 04

000102l_0

t_3

05 06

1_3 143338

I 18

07 0B

L5 23 L7 17 1_3 2t 2t L9

67 80

2t- 23 i; 16 I 1_9 1,9 l-B t6 12 L9 22

68 58 70

00

t0

1

3

5

01 02 09 10 11

End Time 12

1-5 22 30 23 45 L4 00 22

Hr Total 8l13 L4

18 30 16 25

18 26

15 31

67 11,2

t7 18

80 31

64 3s

52 29

43 14

239 109

1_9 20

L2 1_3

11 8

11 2

93

43 26

15

22

2L

20

35

98

1"6

29

37

48

42

156

21,

5

5

2

6

I6

22

6

6

4

z

--i;

23

5

l_

3

2

l_ t_

24 Hour Total z L372

AIvI peak hour begins : 1l-:30

PM peak hour begins : l-7:00

AM peak volume : 83

PM peak volume : 239

Peak hour factor : 0.90

Peak hour factor : 0.75 *****************Jr*************************************************************
Page 2

********************************************************************************

Traffic Survey Specialists, Inc. 624 Gardenia Terrace

Delray Beach, Florj-da 33444 Phone (551) 272-3255

Volume Report with 24 Hour Totals

Data File

Stat,i-on Identification Start date Stop, date

City/Town

Irocation ****************

Aug 13

D081_3008. PRN

00000008L208

00005841_0135

Aug L3, 1-3

Aug L3, l-3 Ft Lauderdale, FI

Interval Start time Stop time

County

15 minutes

00 :00

24 200

Broward

NW 4 St West of FEC Railway Grade Xing ***************************************************************

Total Volume for A11 Lanes

End Time

15

30

45

00

Hr Total

--; ---i

l- l_ L023

55

03 04

320l_ l-31_L

57

0s 06

27

37

48

9]-6

r_8 38

07 08

23 55 31 57 38 52 43 63

t-3s 227

09 10 l_1_

51 45 27

39 30 30

47 42 28

35 35 48

1,72 1,52 13 3

00

1

0

3

3

7

0L 02

End Time I2 t3 L4 1_5 15 I7 18 l_9 20 21- 22 23

15

30

45

00

Hr Total 126 176 167 2l.4 328 L67

28 t7

20 10

249

l_8 5

90 41,

1087

1284

876 r_0 3 3

40 26 20

39

37

34

42

L52

37

32

30

27

43

36

44

53

43

40

32

52

40

51

66

57

96

92

74

66

54

50

37

26

24 Hour Total : 2452

AM peak hour begins : 08:00

PM peak hour begins : 17:00

AM peak volume : 227

PM peak volume : 328

Peak hour factor : 0.90

Peak hour factor : 0.85 *******************************************************************************
Peak Season Factor
 2012 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL


CATEGORY: 8601 CEN.-W OF US1 TO SR7 


 MOCF: 0.97


WEEK DATES SF PSCF


================================================================================


 1 01/01/2012 - 01/07/2012 0.99 1.02


 2 01/08/2012 - 01/14/2012 0.99 1.02


 3 01/15/2012 - 01/21/2012 1.00 1.03


* 4 01/22/2012 - 01/28/2012 0.99 1.02


* 5 01/29/2012 - 02/04/2012 0.98 1.01


* 6 02/05/2012 - 02/11/2012 0.97 1.00


* 7 02/12/2012 - 02/18/2012 0.96 0.99


* 8 02/19/2012 - 02/25/2012 0.95 0.98


* 9 02/26/2012 - 03/03/2012 0.95 0.98


*10 03/04/2012 - 03/10/2012 0.95 0.98


*11 03/11/2012 - 03/17/2012 0.95 0.98


*12 03/18/2012 - 03/24/2012 0.96 0.99


*13 03/25/2012 - 03/31/2012 0.97 1.00


*14 04/01/2012 - 04/07/2012 0.98 1.01


*15 04/08/2012 - 04/14/2012 0.99 1.02


*16 04/15/2012 - 04/21/2012 1.00 1.03


 17 04/22/2012 - 04/28/2012 1.01 1.04


 18 04/29/2012 - 05/05/2012 1.02 1.05


 19 05/06/2012 - 05/12/2012 1.03 1.06


 20 05/13/2012 - 05/19/2012 1.04 1.07


 21 05/20/2012 - 05/26/2012 1.04 1.07


 22 05/27/2012 - 06/02/2012 1.04 1.07


 23 06/03/2012 - 06/09/2012 1.04 1.07


 24 06/10/2012 - 06/16/2012 1.04 1.07


 25 06/17/2012 - 06/23/2012 1.04 1.07


 26 06/24/2012 - 06/30/2012 1.04 1.07


 27 07/01/2012 - 07/07/2012 1.04 1.07


 28 07/08/2012 - 07/14/2012 1.04 1.07


 29 07/15/2012 - 07/21/2012 1.04 1.07


 30 07/22/2012 - 07/28/2012 1.04 1.07


 31 07/29/2012 - 08/04/2012 1.03 1.06


 32 08/05/2012 - 08/11/2012 1.03 1.06


 33 08/12/2012 - 08/18/2012 1.03 1.06


 34 08/19/2012 - 08/25/2012 1.03 1.06


 35 08/26/2012 - 09/01/2012 1.02 1.05


 36 09/02/2012 - 09/08/2012 1.02 1.05


 37 09/09/2012 - 09/15/2012 1.02 1.05


 38 09/16/2012 - 09/22/2012 1.02 1.05


 39 09/23/2012 - 09/29/2012 1.01 1.04


 40 09/30/2012 - 10/06/2012 1.01 1.04


 41 10/07/2012 - 10/13/2012 1.01 1.04


 42 10/14/2012 - 10/20/2012 1.00 1.03


 43 10/21/2012 - 10/27/2012 1.00 1.03


 44 10/28/2012 - 11/03/2012 1.00 1.03


 45 11/04/2012 - 11/10/2012 0.99 1.02


 46 11/11/2012 - 11/17/2012 0.99 1.02


 47 11/18/2012 - 11/24/2012 0.99 1.02


 48 11/25/2012 - 12/01/2012 0.99 1.02


 49 12/02/2012 - 12/08/2012 0.99 1.02


 50 12/09/2012 - 12/15/2012 0.99 1.02


 51 12/16/2012 - 12/22/2012 0.99 1.02


 52 12/23/2012 - 12/29/2012 1.00 1.03


 53 12/30/2012 - 12/31/2012 1.00 1.03


* PEAK SEASON


08-FEB-2013 12:30:07 830UPD [1,0,0,1] 4_8601_PKSEASON.TXT

Signal Timing Data
















APPENDIX B:

Background Area Growth
5-year 10-year

7367

Broward Blvd., E of SW 7th

Ave.

-4.00% -

200

SR 842/Broward Blvd, W of

SW 7th Ave. -1.05% -0.57%

7368

Broward Blvd., W of SE 3rd

Ave.

-4.35% -

7746

Andrews Ave., S. of

Broward Blvd. 1.41% -

9029

NW 7th Avenue, N of

Broward Blvd. 0.91% -

9026

SW 7th Avenue, S of

Broward Blvd. -5.39% -

Total -2.08% -0.57%

Location

Historic Growth

Historical AADT Growth Rates

Station

Number

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\Growth\Growth Rate Summary.xls
Year Count* Trend**

2008 57500 57500

2009 56500 55200

2010 51000 52900

2011 50500 50600

2012 49000 48300

2016 N/A 39100

2017 N/A 36800

-2,300 2026 N/A 16100

90.1%

-4.00%

-4.76%

22-Aug-13

2017 Mid-Year Trend

Broward Boulevard

Straight Line Growth Option *Axle-Adjusted

Trend Growth Rate (2012 to Design Year):

Printed:

** Annual Trend Increase:

Trend R-squared:

Trend Annual Historic Growth Rate:

TRANPLAN Forecasts/Trends

Highway:

TRAFFIC TRENDS

Broward Boulevard -- E of SW 7th Ave. County:

Station #:

2026 Design Year Trend

2016 Opening Year Trend

86

7367

Traffic (ADT/AADT)

-10000

0

10000

20000

30000

40000

50000

60000

70000

2008 2013 2018 2023 2025 2032 2032

Average Daily

Traffic (Vehicles/Day)

Year

Observed Count

Fitted Curve
 FLORIDA DEPARTMENT OF TRANSPORTATION 


 TRANSPORTATION STATISTICS OFFICE 


 2012 HISTORICAL AADT REPORT 


 


COUNTY: 86 - BROWARD 


SITE: 7367 - BROWARD BLVD, E OF SW 7 AVE 


YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 


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


2012 49000 C E 26500 W 22500 9.00 52.20 5.20 


2011 50500 C E 25500 W 25000 9.00 52.50 10.50 


2010 51000 C E 26500 W 24500 8.35 52.69 10.50 


2009 56500 C E 29000 W 27500 8.53 53.89 10.50 


2008 57500 S E 29500 W 28000 8.81 54.16 3.70 


2007 59500 F E 30500 W 29000 8.63 55.75 3.50 


2006 57000 C E 29000 W 28000 8.40 55.34 3.10 


2005 52000 C E 26500 W 25500 8.20 51.70 0.00 


 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE 


 S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN 


 *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES 

Year Count* Trend**

2008 60500 57100

2009 55000 56500

2010 50500 55900

2011 57000 55300

2012 56500 54700

2016 N/A 52300

2017 N/A 51700

-600 2026 N/A 46300

6.8%

-1.05%

-1.10%

22-Aug-13

Highway:

TRAFFIC TRENDS

SR842/Broward Boulevard -- W of SW 7th Ave. County:

Station #:

2026 Design Year Trend

2016 Opening Year Trend

86

200

Traffic (ADT/AADT)

2017 Mid-Year Trend

SR842/Broward Boulevard

Straight Line Growth Option *Axle-Adjusted

Trend Growth Rate (2012 to Design Year):

Printed:

** Annual Trend Increase:

Trend R-squared:

Trend Annual Historic Growth Rate:

TRANPLAN Forecasts/Trends

0

10000

20000

30000

40000

50000

60000

70000

2008 2013 2018 2023 2025 2032 2032

Average Daily

Traffic (Vehicles/Day)

Year

Observed Count

Fitted Curve
Year Count* Trend**

2003 58500 58500

2004 56500 58200

2005 56500 57800

2006 58500 57500

2007 60500 57200

2008 60500 56800

2009 55000 56500

2010 50500 56200

2011 57000 55800

2012 56500 55500

2016 N/A 54200

2017 N/A 53800

-333 2026 N/A 50800

12.1%

-0.57%

-0.60%

22-Aug-13

2017 Mid-Year Trend

SR842/Broward Boulevard

Straight Line Growth Option *Axle-Adjusted

Trend Growth Rate (2012 to Design Year):

Printed:

** Annual Trend Increase:

Trend R-squared:

Trend Annual Historic Growth Rate:

TRANPLAN Forecasts/Trends

Highway:

TRAFFIC TRENDS

SR842/Broward Boulevard -- W of SW 7th Ave. County:

Station #:

2026 Design Year Trend

2016 Opening Year Trend

86

200

Traffic (ADT/AADT)

0

10000

20000

30000

40000

50000

60000

70000

2003 2008 2013 2018 2023 2032 2032

Average Daily

Traffic (Vehicles/Day)

Year

Observed Count

Fitted Curve
 FLORIDA DEPARTMENT OF TRANSPORTATION 


 TRANSPORTATION STATISTICS OFFICE 


 2012 HISTORICAL AADT REPORT 


 


COUNTY: 86 - BROWARD 


SITE: 0200 - SR 842/BROWARD BLVD - W OF SW 7 AVE 


YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 


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


2012 56500 C E 28500 W 28000 9.00 52.20 4.40 


2011 57000 C E 29000 W 28000 9.00 52.50 4.00 


2010 50500 C E 24500 W 26000 8.35 52.69 4.00 


2009 55000 C E 29000 W 26000 8.53 53.89 5.40 


2008 60500 C E 32000 W 28500 8.81 54.16 5.40 


2007 60500 C E 30500 W 30000 8.63 55.75 2.40 


2006 58500 C E 30500 W 28000 8.40 55.34 3.10 


2005 56500 C E 29000 W 27500 8.20 51.70 3.20 


2004 56500 C E 28500 W 28000 9.10 55.30 3.20 


2003 58500 C E 29500 W 29000 8.60 57.50 3.20 


2002 55000 C E 28000 W 27000 8.70 56.40 2.30 


2001 58000 C E 28500 W 29500 9.00 60.20 3.60 


 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE 


 S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN 


 *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES 

Year Count* Trend**

2008 39500 39100

2009 38500 37400

2010 33500 35700

2011 33500 34000

2012 33500 32300

2016 N/A 25500

2017 N/A 23800

-1,700 2026 N/A 8500

78.5%

-4.35%

-5.26%

22-Aug-13

Highway:

TRAFFIC TRENDS

Broward Boulevard -- W of SE 3rd Avenue County:

Station #:

2026 Design Year Trend

2016 Opening Year Trend

86

7368

Traffic (ADT/AADT)

2017 Mid-Year Trend

Broward Boulevard

Straight Line Growth Option *Axle-Adjusted

Trend Growth Rate (2012 to Design Year):

Printed:

** Annual Trend Increase:

Trend R-squared:

Trend Annual Historic Growth Rate:

TRANPLAN Forecasts/Trends

-10000

0

10000

20000

30000

40000

50000

2008 2013 2018 2023 2025 2032 2032

Average Daily

Traffic (Vehicles/Day)

Year

Observed Count

Fitted Curve
 FLORIDA DEPARTMENT OF TRANSPORTATION 


 TRANSPORTATION STATISTICS OFFICE 


 2012 HISTORICAL AADT REPORT 


 


COUNTY: 86 - BROWARD 


SITE: 7368 - BROWARD BLVD, W OF SE 3 AVE 


YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 


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


2012 33500 S 0 0 9.00 52.20 7.40 


2011 33500 F 0 0 9.00 52.50 8.20 


2010 33500 C E 17000 W 16500 8.35 52.69 9.00 


2009 38500 C E 19500 W 19000 8.53 53.89 5.40 


2008 39500 C E 20000 W 19500 8.81 54.16 3.70 


2007 40000 C E 19000 W 21000 8.63 55.75 3.50 


2006 39000 C E 19500 W 19500 8.40 55.34 3.10 


2005 43500 C E 20000 W 23500 8.20 51.70 0.00 


 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE 


 S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN 


 *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES 

Year Count* Trend**

2008 19800 19500

2009 19100 19800

2010 20400 20000

2011 20400 20300

2012 20500 20600

2016 N/A 21700

2017 N/A 21900

270 2026 N/A 24400

51.6%

1.41%

1.32%

22-Aug-13

Highway:

TRAFFIC TRENDS

Andrews Avenue -- S of Broward Boulevard County:

Station #:

2026 Design Year Trend

2016 Opening Year Trend

86

7746

Traffic (ADT/AADT)

2017 Mid-Year Trend

Andrews Avenue

Straight Line Growth Option *Axle-Adjusted

Trend Growth Rate (2012 to Design Year):

Printed:

** Annual Trend Increase:

Trend R-squared:

Trend Annual Historic Growth Rate:

TRANPLAN Forecasts/Trends

0

5000

10000

15000

20000

25000

30000

2008 2013 2018 2023 2025 2032 2032

Average Daily

Traffic (Vehicles/Day)

Year

Observed Count

Fitted Curve
 FLORIDA DEPARTMENT OF TRANSPORTATION 


 TRANSPORTATION STATISTICS OFFICE 


 2012 HISTORICAL AADT REPORT 


 


COUNTY: 86 - BROWARD 


SITE: 7746 - ANDREWS AVE, S OF BROWARD BLVD 


YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 


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


2012 20500 S 0 0 9.00 52.20 5.90 


2011 20400 F 0 0 9.00 52.50 6.30 


2010 20400 C N 12000 S 8400 8.35 52.69 9.30 


2009 19100 F N 11000 S 8100 8.53 53.89 5.30 


2008 19800 C N 11500 S 8300 8.81 54.16 6.50 


2007 22000 C N 13000 S 9000 8.63 55.75 4.80 


2006 19600 C N 11500 S 8100 8.40 55.34 2.90 


2005 19600 C N 11500 S 8100 8.20 51.70 0.00 


 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE 


 S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN 


 *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES 

Year Count* Trend**

2008 16200 16400

2009 16800 16600

2010 16800 16700

2011 16800 16900

2012 17000 17000

2016 N/A 17700

2017 N/A 17800

160 2026 N/A 19300

69.6%

0.91%

0.97%

22-Aug-13

Highway:

TRAFFIC TRENDS

NW 7th Avenue -- N of Broward Boulevard County:

Station #:

2026 Design Year Trend

2016 Opening Year Trend

86

9029

Traffic (ADT/AADT)

2017 Mid-Year Trend

NW 7th Avenue

Straight Line Growth Option *Axle-Adjusted

Trend Growth Rate (2012 to Design Year):

Printed:

** Annual Trend Increase:

Trend R-squared:

Trend Annual Historic Growth Rate:

TRANPLAN Forecasts/Trends

0

5000

10000

15000

20000

25000

2008 2013 2018 2023 2025 2032 2032

Average Daily

Traffic (Vehicles/Day)

Year

Observed Count

Fitted Curve
 FLORIDA DEPARTMENT OF TRANSPORTATION 


 TRANSPORTATION STATISTICS OFFICE 


 2012 HISTORICAL AADT REPORT 


 


COUNTY: 86 - BROWARD 


SITE: 9029 - NW 7 AVENUE, N OF BROWARD BLVD. 


YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 


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


2012 17000 T 0 0 9.00 52.20 5.90 


2011 16800 S 0 0 9.00 52.50 6.30 


2010 16800 F N 7900 S 8900 8.35 52.69 9.30 


2009 16800 C N 7900 S 8900 8.53 53.89 5.30 


2008 16200 C N 8200 S 8000 8.81 54.16 6.50 


2007 17500 C N 8800 S 8700 8.63 55.75 4.80 


2006 18100 C N 9200 S 8900 8.40 55.34 2.90 


2005 17000 C N 8800 S 8200 8.20 51.70 0.00 


 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE 


 S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN 


 *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES 

Year Count* Trend**

2008 18300 18100

2009 17900 17100

2010 14800 16200

2011 14800 15200

2012 15000 14200

2016 N/A 10300

2017 N/A 9400

-970 2026 N/A 600

74.4%

-5.39%

-6.84%

22-Aug-13

2017 Mid-Year Trend

SW 7th Avenue

Straight Line Growth Option *Axle-Adjusted

Trend Growth Rate (2012 to Design Year):

Printed:

** Annual Trend Increase:

Trend R-squared:

Trend Annual Historic Growth Rate:

TRANPLAN Forecasts/Trends

Highway:

TRAFFIC TRENDS

SW 7th Avenue -- S of Broward Boulevard County:

Station #:

2026 Design Year Trend

2016 Opening Year Trend

86

9026

Traffic (ADT/AADT)

-10000

-5000

0

5000

10000

15000

20000

2008 2013 2018 2023 2025 2032 2032

Average Daily

Traffic (Vehicles/Day)

Year

Observed Count

Fitted Curve
 FLORIDA DEPARTMENT OF TRANSPORTATION 


 TRANSPORTATION STATISTICS OFFICE 


 2012 HISTORICAL AADT REPORT 


 


COUNTY: 86 - BROWARD 


SITE: 9026 - SW 7 AVENUE, S OF BROWARD BLVD. 


YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 


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


2012 15000 S 0 0 9.00 52.20 5.90 


2011 14800 F 0 0 9.00 52.50 6.30 


2010 14800 C N 8000 S 6800 8.35 52.69 9.30 


2009 17900 F N 9000 S 8900 8.53 53.89 5.30 


2008 18300 C N 9200 S 9100 8.81 54.16 6.50 


2007 19600 C N 10000 S 9600 8.63 55.75 4.80 


2006 18000 C N 9600 S 8400 8.40 55.34 2.90 


2005 18100 C N 9200 S 8900 8.20 51.70 0.00 


 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE 


 S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN 


 *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES 

APPENDIX C:

Volume Development
Existing and Background

 Volume Development Worksheets
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.98

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 25 2,336 85 40 1,174 3 2 1 18 22 2 37

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 27 2,476 90 42 1,244 3 2 1 19 23 2 39

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 20 1,630 29 69 1,832 18 9 5 12 127 23 41

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 21 1,728 31 73 1,942 19 10 5 13 135 24 43

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 37 1 1 19 0 0 0 0 0 0 1

AM NON-PROJECT TRAFFIC 27 2,513 91 43 1,263 3 2 1 19 23 2 40

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 26 0 1 29 0 0 0 0 2 0 1

PM NON-PROJECT TRAFFIC 21 1,754 31 74 1,971 19 10 5 13 137 24 44
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 2nd Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.98

"AM EXISTING TRAFFIC" EBU EBL EBT(1) EBR WBU WBL WBT(1) WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 66 2,327 12 1,175 6 30 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 70 2,467 13 1,246 6 32 0

"PM EXISTING TRAFFIC" EBU EBL EBT(1) EBR WBU WBL WBT(1) WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 15 48 1,705 10 1,853 6 40 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 16 51 1,807 11 1,964 6 42 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 1 37 0 19 0 0 0

AM NON-PROJECT TRAFFIC 0 71 2,504 13 1,265 6 32 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 27 0 30 0 1 0

PM NON-PROJECT TRAFFIC 16 52 1,834 11 1,994 6 43 0
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.94

PM PEAK HOUR FACTOR: 0.94

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 62 2,019 198 100 1,104 20 15 96 53 20 5 14

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 66 2,140 210 106 1,170 21 16 102 56 21 5 15

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 79 1,485 77 35 1,715 35 6 7 86 107 47 65

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 84 1,574 82 37 1,818 37 6 7 91 113 50 69

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 1 32 3 2 18 0 0 2 1 0 0 0

AM NON-PROJECT TRAFFIC 67 2,172 213 108 1,188 21 16 104 57 21 5 15

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 1 24 1 1 27 1 0 0 1 2 1 1

PM NON-PROJECT TRAFFIC 85 1,598 83 38 1,845 38 6 7 92 115 51 70
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.88

PM PEAK HOUR FACTOR: 0.75

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 1 256 3 9 74 5 10 9 1 0 5 18

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 1 271 3 10 78 5 11 10 1 0 5 19

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 2 86 11 16 320 20 5 6 2 15 22 12

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 2 91 12 17 339 21 5 6 2 16 23 13

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 4 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 1 275 3 10 79 5 11 10 1 0 5 19

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 5 0 0 0 0 0 0 0

PM NON-PROJECT TRAFFIC 2 92 12 17 344 21 5 6 2 16 23 13
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 2nd Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.82

PM PEAK HOUR FACTOR: 0.79

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 250 5 19 96 6 40

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 265 5 20 102 6 42

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 109 0 27 321 15 77

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 116 0 29 340 16 82

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 4 0 0 2 0 1

AM NON-PROJECT TRAFFIC 269 5 20 104 6 43

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 2 0 0 5 0 1

PM NON-PROJECT TRAFFIC 118 0 29 345 16 83
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW Flagler Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.82

PM PEAK HOUR FACTOR: 0.79

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 290 114 0 3 1

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 307 121 0 3 1

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 0 184 350 0 1 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 0 195 371 0 1 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 5 2 0 0 0

AM NON-PROJECT TRAFFIC 0 312 123 0 3 1

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 3 6 0 0 0

PM NON-PROJECT TRAFFIC 0 198 377 0 1 0
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.86

PM PEAK HOUR FACTOR: 0.77

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 14 217 83 68 68 3 2 35 7 20 16 34

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 15 230 88 72 72 3 2 37 7 21 17 36

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 27 132 45 45 249 3 3 16 12 62 49 54

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 29 140 48 48 264 3 3 17 13 66 52 57

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 3 1 1 1 0 0 1 0 0 0 1

AM NON-PROJECT TRAFFIC 15 233 89 73 73 3 2 38 7 21 17 37

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 2 1 1 4 0 0 0 0 1 1 1

PM NON-PROJECT TRAFFIC 29 142 49 49 268 3 3 17 13 67 53 58
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.83

PM PEAK HOUR FACTOR: 0.68

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 144 9 10 78 9 2

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 153 10 11 83 10 2

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 66 5 8 257 40 4

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 70 5 8 272 42 4

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 2 0 0 1 0 0

AM NON-PROJECT TRAFFIC 155 10 11 84 10 2

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 1 0 0 4 1 0

PM NON-PROJECT TRAFFIC 71 5 8 276 43 4
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW Flagler Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.93

PM PEAK HOUR FACTOR: 0.81

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 132 3 5 89 0 0 0 1 0 0 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 140 3 5 94 0 0 0 1 0 0 0

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 0 72 0 2 243 0 3 0 2 0 0 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 0 76 0 2 258 0 3 0 2 0 0 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 0 142 3 5 95 0 0 0 1 0 0 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 4 0 0 0 0 0 0 0

PM NON-PROJECT TRAFFIC 0 77 0 2 262 0 3 0 2 0 0 0
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.88

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 5 126 18 28 66 5 5 13 15 7 4 12

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 5 134 19 30 70 5 5 14 16 7 4 13

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 4 71 10 6 202 11 14 4 16 33 17 48

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 4 75 11 6 214 12 15 4 17 35 18 51

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 5 136 19 30 71 5 5 14 16 7 4 13

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 3 0 0 0 0 1 0 1

PM NON-PROJECT TRAFFIC 4 76 11 6 217 12 15 4 17 36 18 52
Future Background Conditions with NW 2nd

Street Railroad Grade Crossing Closure

Reassignment Volume Development
NW 2nd Street Railroad Grade Crossing

Closure Traffic Reassignment
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

1 'Int 1'!

8

'Int 8'!

4

'Int 4'!

(-269)

(0)

13

(-17)(19)(0)

(0)

(0)

(-43)

(0)

(-312)

61,302

4 (0)

(86)(-5)

15725

15 (0)213

41,207108

1 (-4)

(0) 16

(0) 104

(18) 75

0

21 (0) (0)

(0)

67

2,266

(37)

0

28

2,598

(-20) 12

(0)

(-43)

(94)

(0)

(0)(17)(0)

41 (1) 2,56391

31,28043

1 (-1)

23 (0) (-14)

(0)2

13

(50)

(0)

(0)(-79)

50

(0)1

(0) 19

(-123)

7

(-14)

(94)

(0)

(0)

(0) 10

(0)

(0)

(-2)

19

(0) 16

(0)

(218)

(0)

(-275)

(0) 10

4

103

(-15)

5 (0) 0 (0)

(-10)11

(0)

(0) 5

13 (0)

5

12

5

354

(0)

(0) 0

(0)(-73)(18)

30

6

05

3

(-1)0

0

(-104)(-20)

0

(0)

17 (0) 0 (-21)

00

0

1

17

91

37

0 (0)

(0)2

(0) 38

7

0

(0)

(0)

(0)

(-216)

(0)

3

(-7)0

(-82)

(0)

(86)(0)

(218)

(0)

0

17011

2

373

100

(218)

(-10)

(0)(86)(0)

01815

0

(0)

(0)0

(0)0

0

360

(0)1

Legend

Study RoadwayStudy Intersection

XX A.M. Peak Hour Traffic

(XX) A.M. Peak Hour NW 2nd

Street Diverted Traffic

Future Background A.M. Peak Hour Traffic

Volume Reassignment with NW 2nd Street

Railroad Grade Crossing Closure

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

NW2nd Street Closure
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

1 'Int 1'!

8

'Int 8'!

4

'Int 4'!

(-7)

(2)(0)

(141)

(-5)

(0)

(-92)

(0)

5

(0)2 (0) 13

1,756

31

212

0

(0)6

20

12

(0)

(-5)0 (0) 10

14

43 (0) 16 (0)

(0)

4 (0) 23 (0)

18 (-6)

540821017

0 (-13) 137

(264)(0)(0)(-344)(0)

50

192,05574

(0)(84)(0)

(6)

(-118)

(0)

(-29) 14

(0)

(-52)

(60)

(0)

00

16

0

1,894

11

16 (0) 0 (-83)

2,107

(-345) 0

0

0 (0)

6

(-198)

(0)

(141)

(0)

(0)(113)

(-29)

00

(0)0

0

218

0

(0)2

(0)

(0)1

(0)3 (0)0

0 (0) 0 (0) 0 (0)

(0)(-377)

(0)(264)(0)

00

05262

149

(0)

(60)

(0)

85

1,658

83

(-26)

(-130)

(-45)

(0)7

(57)

3

12

4

(-13)0 (0)6

(0)3

(0)

(141)

(0)

(0) 17

(-4)0

4

217

11

(0) 17

0 (-67) 115 (0)

(0) 15

70 (0)

53 (0)

381,90138

13 (-38)

(56)(0)

36 (0)

30106

58 (0)

(0)(-268)(57)

18 (0)

(0)

(0)(264)(-5)

124811

52 (0)

Legend

Study RoadwayStudy Intersection

XX P.M. Peak Hour Traffic

(XX) P.M. Peak Hour NW 2nd

Street Diverted Traffic

Future Background P.M. Peak Hour Traffic

Volume Reassignment with NW 2nd Street

Railroad Grade Crossing Closure

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

NW2nd Street Closure
Future Background Conditions

FECI Station
Boarding Alighting Total

Fort Lauderdale Station 2018 Daily Boarding and Alighting Data(1) 1,735 1,689 3,424

A.M. Peak Hour Boarding and Alighting

(assumes 10 percent of daily total passenger activity,

assigned as 50% boarding and 50% alighting): 171 171 342

P.M. Peak Hour Boarding and Alighting

(assume 10 percent of daily total passenger activity,

50% boarding and 50% alighting): 171 171 342

Note:(1) Provided by All Aboard Florida.

All Aboard Florida Train Station Trip Generation Development

10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

11 'Int 11'! 5

'Int 5'!

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

55.0%

4.0%6.0%

1.0%

1.0%

(3.0%)(30.0%)

1.0% (2.0%)

(1.0%)

(3.0%)

7.0%

56.0%

84.0%

28.0%

(64.0%)

5.0%

(5.0%)

(10.0%)

(5.0%)

(44.0%)(20.0%)

(15.0%)

1.0%

27

1.0%

.0%

4.0%

(3.0%)

(30.0%)

5.0%

(64.0%)

(3.0%)

4.0%

Legend

Study RoadwayStudy Intersection

XX

% Entering Distribution

(XX

%) Exiting Distribution

A.M. Peak Hour Trip Distribution

with N

W 2nd Street Closure

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

11 'Int 11'! 5

'Int 5'!

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

11.0%

40.0%

4.0%

(3.0%)

(27.0%)(15.0%)

(12.0%)

(7.0%)

(5.0%)

11.0%

(42.0%)

44.0%

11.0%

(42.0%) 84.0%

(7.0%)

(3.0%)

40.0%

2.0%

(48.0%)

3.0%

(3.0%)

(1.0%)(2.0%)

(7.0%)(48.0%)

1.0%

2.0%

2.0%

1.0%

38.0%

2.0%

Legend

Study RoadwayStudy Intersection

XX

% Entering Distribution

(XX

%) Exiting Distribution

P.M. Peak Hour Trip Distribution

with N

W 2nd Street Closure

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

11 'Int 11'! 5

'Int 5'!

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

7

9

24

10

552

2

2

32

5

7

52 12

5

96

5

109 144

8

48

109

8

9

17

8

26

7534

2

2 46

6

Legend

Study RoadwayStudy Intersection

XX Project Traffic

A.M. Peak Hour Trip Assignment

with N

W 2nd Street Closure

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

11 'Int 11'! 5

'Int 5'!

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

3

9

23

3

1282

2

3

23

5

3

82 5

5

96

12

72 144

19

48

72

19

9

12

5

21

4626

2 46

19

Legend

Study RoadwayStudy Intersection

XX Project Traffic

P.M. Peak Hour Trip Assignment

with N

W 2nd Street Closure

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway
Future Background Conditions

Volume Development
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.98

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 25 2,336 85 40 1,174 3 2 1 18 22 2 37

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 27 2,476 90 42 1,244 3 2 1 19 23 2 39

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 20 1,630 29 69 1,832 18 9 5 12 127 23 41

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 21 1,728 31 73 1,942 19 10 5 13 135 24 43

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-14 50 17 -1 1

TOTAL "VESTED" TRAFFIC -14 50 0 0 17 0 0 0 0 0 -1 1

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 37 1 1 19 0 0 0 0 0 0 1

AM NON-PROJECT TRAFFIC 13 2,563 91 43 1,280 3 2 1 19 23 1 41

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-7 2 84 -6 6

TOTAL "VESTED" TRAFFIC -7 2 0 0 84 0 0 0 0 0 -6 6

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 26 0 1 29 0 0 0 0 2 0 1

PM NON-PROJECT TRAFFIC 14 1,756 31 74 2,055 19 10 5 13 137 18 50

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 1.0% 38.0% 2.0%

Distribution Exiting 2.0% 1.0%

AM Net New Entering 1.0% 55.0% 1.0%

Distribution Exiting 1.0% 2.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 2 94 2 3 2

AM TOTAL PROJECT TRAFFIC 2 94 0 2 3 0 0 0 0 0 0 2

AM TOTAL TRAFFIC 15 2,657 91 45 1,283 3 2 1 19 23 1 43

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 2 93 3 2 3

Trips

PM TOTAL PROJECT TRAFFIC 2 93 3 2 3

PM TOTAL TRAFFIC 16 1,849 31 77 2,057 19 10 5 13 137 18 53

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 2nd Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.98

"AM EXISTING TRAFFIC" EBU EBL EBT(1) EBR WBU WBL WBT(1) WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 66 2,327 12 1,175 6 30 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 70 2,467 13 1,246 6 32 0

"PM EXISTING TRAFFIC" EBU EBL EBT(1) EBR WBU WBL WBT(1) WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 15 48 1,705 10 1,853 6 40 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 16 51 1,807 11 1,964 6 42 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-43 94 37 -20

TOTAL "VESTED" TRAFFIC 0 -43 94 0 37 0 -20 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 1 37 0 19 0 0 0

AM NON-PROJECT TRAFFIC 0 28 2,598 13 1,302 6 12 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-52 60 113 -29

TOTAL "VESTED" TRAFFIC 0 -52 60 0 113 0 -29 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 27 0 30 0 1 0

PM NON-PROJECT TRAFFIC 16 0 1,894 11 2,107 6 14 0

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 40.0% 44.0%

Distribution Exiting 3.0%

AM Net New Entering 56.0% 28.0%

Distribution Exiting 3.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 96 48 5

AM TOTAL PROJECT TRAFFIC 0 96 0 0 0 48 5 0

AM TOTAL TRAFFIC 0 124 2,598 13 1,302 54 17 0

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 96 48 5

Trips

PM TOTAL PROJECT TRAFFIC 96 48 5

PM TOTAL TRAFFIC 16 96 1,894 11 2,107 54 19 0

(1) Based on average volumes at the intersections of Broward Boulevard and NW/SW 5th Avenue and Broward Boulevard and NW/SW 1st Avenue

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.94

PM PEAK HOUR FACTOR: 0.94

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 62 2,019 198 100 1,104 20 15 96 53 20 5 14

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 66 2,140 210 106 1,170 21 16 102 56 21 5 15

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 79 1,485 77 35 1,715 35 6 7 86 107 47 65

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 84 1,574 82 37 1,818 37 6 7 91 113 50 69

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

94 19 -17 18 -4

TOTAL "VESTED" TRAFFIC 0 94 0 0 19 -17 0 0 18 0 -4 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 1 32 3 2 18 0 0 2 1 0 0 0

AM NON-PROJECT TRAFFIC 67 2,266 213 108 1,207 4 16 104 75 21 1 15

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

60 56 57 -38

TOTAL "VESTED" TRAFFIC 0 60 0 0 56 0 0 0 57 0 -38 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 1 24 1 1 27 1 0 0 1 2 1 1

PM NON-PROJECT TRAFFIC 85 1,658 83 38 1,901 38 6 7 149 115 13 70

"AM PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 40.0% 4.0%

Distribution Exiting 7.0% 5.0%

AM Net New Entering 27.0% 1.0%

Distribution Exiting 10.0% 5.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 46 17 9 2

AM TOTAL PROJECT TRAFFIC 0 0 0 0 46 0 17 9 0 2 0 0

AM TOTAL TRAFFIC 67 2,266 213 108 1,253 4 33 113 75 23 1 15

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 46 12 9 2

Trips

PM TOTAL PROJECT TRAFFIC 46 12 9 2

PM TOTAL TRAFFIC 85 1,658 83 38 1,947 38 18 16 149 117 13 70

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.88

PM PEAK HOUR FACTOR: 0.75

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 1 256 3 9 74 5 10 9 1 0 5 18

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 1 271 3 10 78 5 11 10 1 0 5 19

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 2 86 11 16 320 20 5 6 2 15 22 12

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 2 91 12 17 339 21 5 6 2 16 23 13

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-275 -79 -10 -15

TOTAL "VESTED" TRAFFIC 0 -275 0 0 -79 0 -10 0 0 0 0 -15

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 4 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 1 0 3 10 0 5 1 10 1 0 5 4

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-92 -344 -5 -13

TOTAL "VESTED" TRAFFIC 0 -92 0 0 -344 0 -5 0 0 0 0 -13

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 5 0 0 0 0 0 0 0

PM NON-PROJECT TRAFFIC 2 0 12 17 0 21 0 6 2 16 23 0

"AM PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 2.0% 1.0%

Distribution Exiting 48.0%

AM Net New Entering 6.0% 1.0%

Distribution Exiting 30.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 10 52 2

AM TOTAL PROJECT TRAFFIC 0 10 0 0 52 0 0 0 0 0 0 2

AM TOTAL TRAFFIC 1 10 3 10 52 5 1 10 1 0 5 6

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 3 82 2

Trips

PM TOTAL PROJECT TRAFFIC 3 82 2

PM TOTAL TRAFFIC 2 3 12 17 82 21 0 6 2 16 23 2

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 2nd Avenue/South Driveway

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.82

PM PEAK HOUR FACTOR: 0.79

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 250 5 19 96 6 40

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 265 5 20 102 6 42

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 109 0 27 321 15 77

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 116 0 29 340 16 82

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-269 -20 -104 -43

TOTAL "VESTED" TRAFFIC -269 0 -20 -104 0 -43

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 4 0 0 2 0 1

AM NON-PROJECT TRAFFIC 0 5 0 0 6 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-118 -29 -345 -83

TOTAL "VESTED" TRAFFIC -118 0 -29 -345 0 -83

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 2 0 0 5 0 1

PM NON-PROJECT TRAFFIC 0 0 0 0 16 0

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 3.0% 84.0%

Distribution Exiting 3.0% 48.0%

AM Net New Entering 7.0% 84.0%

Distribution Exiting 3.0% 30.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 12 5 52 144

AM TOTAL PROJECT TRAFFIC 12 0 0 0 0 5 52 0 144 0

AM TOTAL TRAFFIC 12 0 5 0 0 5 52 6 144 0

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 5 5 82 144

Trips

PM TOTAL PROJECT TRAFFIC 5 5 82 144

PM TOTAL TRAFFIC 5 0 0 0 0 5 82 16 144 0

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW Flagler Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.82

PM PEAK HOUR FACTOR: 0.79

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 290 114 0 3 1

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 307 121 0 3 1

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 0 184 350 0 1 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 0 195 371 0 1 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-312 -123 -1

TOTAL "VESTED" TRAFFIC 0 -312 -123 0 0 -1

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 5 2 0 0 0

AM NON-PROJECT TRAFFIC 0 0 0 0 3 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-198 -377 -1

TOTAL "VESTED" TRAFFIC 0 -198 -377 0 0 0 -1

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 3 6 0 0 0

PM NON-PROJECT TRAFFIC 0 0 0 0 1 0 -1

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering

Distribution Exiting

AM Net New Entering

Distribution Exiting

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New

AM TOTAL PROJECT TRAFFIC 0 0 0 0 0 0

AM TOTAL TRAFFIC 0 0 0 0 3 0

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New

Trips

PM TOTAL PROJECT TRAFFIC

PM TOTAL TRAFFIC 0 0 0 0 1 0 -1

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.86

PM PEAK HOUR FACTOR: 0.77

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 14 217 83 68 68 3 2 35 7 20 16 34

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 15 230 88 72 72 3 2 37 7 21 17 36

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 27 132 45 45 249 3 3 16 12 62 49 54

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 29 140 48 48 264 3 3 17 13 66 52 57

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-14 -216 -82 18 -73 -7 -21

TOTAL "VESTED" TRAFFIC -14 -216 -82 18 -73 0 0 0 -7 -21 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 3 1 1 1 0 0 1 0 0 0 1

AM NON-PROJECT TRAFFIC 1 17 7 91 0 3 2 38 0 0 17 37

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-26 -130 -45 57 -268 -13 -67

TOTAL "VESTED" TRAFFIC -26 -130 -45 57 -268 0 0 0 -13 -67 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 2 1 1 4 0 0 0 0 1 1 1

PM NON-PROJECT TRAFFIC 3 12 4 106 0 3 3 17 0 0 53 58

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering

Distribution Exiting 3.0% 12.0%

AM Net New Entering

Distribution Exiting 5.0% 15.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 8 26

AM TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 8 26 0 0 0 0

AM TOTAL TRAFFIC 1 17 7 91 0 3 10 64 0 0 17 37

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 5 21

Trips

PM TOTAL PROJECT TRAFFIC 5 21

PM TOTAL TRAFFIC 3 12 4 106 0 3 8 38 0 0 53 58

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.83

PM PEAK HOUR FACTOR: 0.68

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 144 9 10 78 9 2

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 153 10 11 83 10 2

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 66 5 8 257 40 4

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 70 5 8 272 42 4

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

218 -10 86

TOTAL "VESTED" TRAFFIC 218 -10 0 86 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 2 0 0 1 0 0

AM NON-PROJECT TRAFFIC 373 0 11 170 10 2

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

141 -5 264

TOTAL "VESTED" TRAFFIC 141 -5 0 264 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 1 0 0 4 1 0

PM NON-PROJECT TRAFFIC 212 0 8 540 43 4

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 2.0%

Distribution Exiting 7.0%

AM Net New Entering 4.0%

Distribution Exiting 3.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 7 5

AM TOTAL PROJECT TRAFFIC 7 0 0 5 0 0

AM TOTAL TRAFFIC 380 0 11 175 10 2

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 3 12

Trips

PM TOTAL PROJECT TRAFFIC 3 12

PM TOTAL TRAFFIC 215 0 8 552 43 4

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW Flagler Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.93

PM PEAK HOUR FACTOR: 0.81

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 132 3 5 89 0 0 0 1 0 0 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 140 3 5 94 0 0 0 1 0 0 0

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 0 72 0 2 243 0 3 0 2 0 0 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 0 76 0 2 258 0 3 0 2 0 0 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

218 86

TOTAL "VESTED" TRAFFIC 0 218 0 0 86 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 0 360 3 5 181 0 0 0 1 0 0 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

141 264

TOTAL "VESTED" TRAFFIC 0 141 0 0 264 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 4 0 0 0 0 0 0 0

PM NON-PROJECT TRAFFIC 0 218 0 2 526 0 3 0 2 0 0 0

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 11.0%

Distribution Exiting 42.0%

AM Net New Entering 5.0%

Distribution Exiting 64.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 109 8

AM TOTAL PROJECT TRAFFIC 0 109 0 0 8 0 0 0 0 0 0 0

AM TOTAL TRAFFIC 0 469 3 5 189 0 0 0 1 0 0 0

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 72 19

Trips

PM TOTAL PROJECT TRAFFIC 72 19

PM TOTAL TRAFFIC 0 290 0 2 545 0 3 0 2 0 0 0

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.88

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 5 126 18 28 66 5 5 13 15 7 4 12

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 5 134 19 30 70 5 5 14 16 7 4 13

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 4 71 10 6 202 11 14 4 16 33 17 48

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 4 75 11 6 214 12 15 4 17 35 18 51

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

218 -5 86 -2

TOTAL "VESTED" TRAFFIC 0 218 0 -5 86 0 0 -2 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 5 354 19 25 157 5 5 12 16 7 4 13

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

141 -5 264 -4

TOTAL "VESTED" TRAFFIC 0 141 0 -5 264 0 0 -4 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 3 0 0 0 0 1 0 1

PM NON-PROJECT TRAFFIC 4 217 11 1 481 12 15 0 17 36 18 52

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 11.0%

Distribution Exiting 27.0% 15.0%

AM Net New Entering 4.0% 1.0%

Distribution Exiting 44.0% 20.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 75 34 6 2

AM TOTAL PROJECT TRAFFIC 0 75 34 0 6 0 0 0 2 0 0 0

AM TOTAL TRAFFIC 5 429 53 25 163 5 5 12 18 7 4 13

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 46 26 19

Trips

PM TOTAL PROJECT TRAFFIC 46 26 19

PM TOTAL TRAFFIC 4 263 37 1 500 12 15 0 17 36 18 52

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: North Project Driveway & NW 4th Street

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.92

PM PEAK HOUR FACTOR: 0.92

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

360 181

TOTAL "VESTED" TRAFFIC 360 181

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH

AM NON-PROJECT TRAFFIC 360 181

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

218 526

TOTAL "VESTED" TRAFFIC 218 526

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH

PM NON-PROJECT TRAFFIC 218 526

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 2.0% 11.0%

Distribution Exiting 7.0% 42.0%

AM Net New Entering 4.0% 5.0%

Distribution Exiting 3.0% 64.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 7 8 5 109

AM TOTAL PROJECT TRAFFIC 0 7 8 0 5 109

AM TOTAL TRAFFIC 360 7 8 181 5 109

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 3 19 12 72

Trips

PM TOTAL PROJECT TRAFFIC 3 19 12 72

PM TOTAL TRAFFIC 218 3 19 526 12 72

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
Future Total Conditions with NW 2nd Street

Railroad Grade Crossing and NW 2nd Avenue

Connector Volume Development
NW 2nd Street Railroad Grade Crossing and

NW 2nd Avenue Connector

Traffic Reassignment
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

13 'Int 13'!

218 (218) 218 (218)

(86) 86 (86) 86

1 'Int 1'!

8

'Int 8'!

4

'Int 4'!

(86)(-5)

515725

13

(-73)(18)

4

(-17)(19)

7

3091

37

17

41,207108

15

16

0 (-21)1 (-4)

5 21 (218)

38

(-2) 12

5

354

19

(-7)0 104 2

(94)

1

17

7

16

(-123)

67

2,266

213

(-14)

(-216)

(-82)

(18) 75

(86)

00

01815

00

00

0

3

10 (-1)

0

(-312)

(218)

0

0

360

3

(37)

(-104)(-20)

0

(96)(86)431,265

00

0 (-43)

9686

218 (218) 43 (37)

0

28

2,598

13

218

05

76

(86) 86 (-20) 12 (218) (-269)

(-43)

(94)

(76)

31,26343

40

841157910

192

25 23

100

2

111

27

2,564

91

155

10

10

1

275

3

19

1

(51)

Legend

Study RoadwayStudy Intersection

XX A.M. Peak Hour Traffic

(XX) A.M. Peak Hour NW 2nd

Street Diverted Traffic

Future Total A.M. Peak Hour Traffic

Volume Reassignment with NW 2nd

Street Railroad Grade Crossing Closure

and NW 2nd Avenue Connector

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad NW2nd Street Closure

North Driveway

South Driveway

SITE
10 'Int 10'!

7 'Int 7'!

3

'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

13 'Int 13'!

141 (141) 141 (141)

(264) 264 (264) 264

1 'Int 1'!

8

'Int 8'!

4

'Int 4'!

(86)(-5)

123031

52

(-268)(57)

18

(-29)(56)

36

30106

58

53

91,90138

70

0 (-67) 13 (-38)

15 115

(-4)0

4

217

11

173

(141)

17

3

12

4

6

(-13)07

85

1,658

83

(-26)

(-130)

(-45)

(57) 149

(60)

(-377)

(264)

00

05262

000

1

30

00

0

0

218

0

2

(-198)

(141)

(113)

(-345)(-29)

0

(274)(264)1191,994

00

0 (-83)

274264

141 (141) 129 (113)

16

0

1,894

11

141

00

151

(264) 264 (-29) 14 (141) (-118)

(-52)

(60)

(151)

191,97174

44

27682134417

13 24

4 23 137

43 16

10

55

21

1,762

31

71

5

6

2

9212

13

2

(8)

Legend

Study RoadwayStudy Intersection

XX P.M. Peak Hour Traffic

(XX) P.M. Peak Hour NW 2nd

Street Diverted Traffic

Future Total P.M. Peak Hour Traffic

Volume Reassignment with NW 2nd

Street Railroad Grade Crossing Closure

and NW 2nd Avenue Connector

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad NW2nd Street Closure

North Driveway

South Driveway

SITE
FECI Station Reassignment
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

13 'Int 13'!

(27.0%) 31.0%

31.0% 60.0%

(15.0%)

9.0%

(40.0%)(15.0%)(27.0%)(18.0%)

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

(3.0%)

(64.0%) 5.0%

55.0%

4.0%

(3.0%)

(30.0%)

4.0%6.0%

1.0%

1.0%

(3.0%)(30.0%)

1.0% (2.0%)

(1.0%)

(3.0%)

56.0%

7.0%

84.0%

28.0%

(64.0%)

5.0%

(5.0%)

(10.0%)

(5.0%)

(44.0%)(20.0%)

(15.0%)

1.0%

27

1.0%

.0%

4.0%

Legend

Study RoadwayStudy Intersection

XX

% Entering Distribution

(XX

%) Exiting Distribution

A.M. Peak Hour Trip Distribution

with N

W 2nd Street Closure

and N

W 2nd Avenue Extension

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway

South Driveway

SIT

E
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

13 'Int 13'!

(14.0%) 27.0%

27.0% 60.0%

(16.0%)

13.0%

(35.0%)(16.0%)(14.0%)(35.0%)

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

2.0%

38.0%

1.0%

2.0%

1.0%

2.0% (1.0%)

(2.0%)

(7.0%)(48.0%)

2.0%

(48.0%) (3.0%)

(3.0%)

3.0%

40.0%

(7.0%)

(42.0%) 11.0%

84.0%

44.0%

(42.0%)

11.0%

(5.0%)

(7.0%)

(3.0%)

(27.0%)(15.0%)

(12.0%)

40

4.0%

.0%

11.0%

Legend

Study RoadwayStudy Intersection

XX

% Entering Distribution

(XX

%) Exiting Distribution

P.M. Peak Hour Trip Distribution

with N

W 2nd Street Closure

and N

W 2nd Avenue Extension

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway

South Driveway

SIT

E
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

13 'Int 13'!

46 53

53 103

15 68

264631

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

6

46

2

7534

2 8

26

17

9

8

109

48

8

144

109

5

96

5 12

7

52 5

2

2

32

552

2

10

26

94

7

Legend

Study RoadwayStudy Intersection

XX Project Traffic

A.M. Peak Hour Trip Assignment

with N

W 2nd Street Closure

and N

W 2nd Avenue Extension

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway

South Driveway

SIT

E
10 'Int 10'!

7 'Int 7'!

3 'Int 3'!

6 'Int 6'!

9 'Int 9'!

2 'Int 2'!

5

'Int 5'!

13 'Int 13'!

24 46

46 103

22 60

272460

1 'Int 1'!

8

'Int 8'! 4'Int 4'!

19

69

7

4626

5

21

12

9

19

72

76

19

144

72

12

27 68

5

5

3

82 5

2

3

23

1282

3

2

65

3

Legend

Study RoadwayStudy Intersection

XX Project Traffic

P.M. Peak Hour Trip Assignment

with N

W 2nd Street Closure

and N

W 2nd Avenue Extension

FE

CI - Fort Lauderdale

Fort Lauderdale, Florida

N

NOT TO SCALE

Florida East Coast Railroad

N

W2nd Street Closure

North Driveway

South Driveway

SIT

E
Future Total Conditions

Volume Development
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.98

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 25 2,336 85 40 1,174 3 2 1 18 22 2 37

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 27 2,476 90 42 1,244 3 2 1 19 23 2 39

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 20 1,630 29 69 1,832 18 9 5 12 127 23 41

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 21 1,728 31 73 1,942 19 10 5 13 135 24 43

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

51

TOTAL "VESTED" TRAFFIC 0 51 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 37 1 1 19 0 0 0 0 0 0 1

AM NON-PROJECT TRAFFIC 27 2,564 91 43 1,263 3 2 1 19 23 2 40

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

8

TOTAL "VESTED" TRAFFIC 0 8 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 26 0 1 29 0 0 0 0 2 0 1

PM NON-PROJECT TRAFFIC 21 1,762 31 74 1,971 19 10 5 13 137 24 44

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 1.0% 38.0% 2.0%

Distribution Exiting 2.0% 1.0%

AM Net New Entering 1.0% 55.0% 1.0%

Distribution Exiting 1.0% 2.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 2 94 2 3 2

AM TOTAL PROJECT TRAFFIC 2 94 0 2 3 0 0 0 0 0 0 2

AM TOTAL TRAFFIC 29 2,658 91 45 1,266 3 2 1 19 23 2 42

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 2 65 3 2 3

Trips

PM TOTAL PROJECT TRAFFIC 2 65 3 2 3

PM TOTAL TRAFFIC 23 1,827 31 77 1,973 19 10 5 13 137 24 47

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 2nd Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.98

"AM EXISTING TRAFFIC" EBU EBL EBT(1) EBR WBU WBL WBT(1) WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 66 2,327 12 1,175 6 30 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 70 2,467 13 1,246 6 32 0

"PM EXISTING TRAFFIC" EBU EBL EBT(1) EBR WBU WBL WBT(1) WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 15 48 1,705 10 1,853 6 40 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 16 51 1,807 11 1,964 6 42 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-43 94 37 -20

TOTAL "VESTED" TRAFFIC 0 -43 94 0 0 37 -20 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 1 37 0 19 0 0 0

AM NON-PROJECT TRAFFIC 0 28 2,598 13 1,265 43 12 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-52 60 113 -29

TOTAL "VESTED" TRAFFIC 0 -52 60 0 0 113 -29 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 27 0 30 0 1 0

PM NON-PROJECT TRAFFIC 16 0 1,894 11 1,994 119 14 0

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 40.0% 44.0%

Distribution Exiting 3.0%

AM Net New Entering 56.0% 28.0%

Distribution Exiting 3.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 96 48 5

AM TOTAL PROJECT TRAFFIC 0 96 0 0 0 48 5 0

AM TOTAL TRAFFIC 0 124 2,598 13 1,265 91 17 0

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 68 76 5

Trips

PM TOTAL PROJECT TRAFFIC 68 76 5

PM TOTAL TRAFFIC 16 68 1,894 11 1,994 195 19 0

(1) Based on average volumes at the intersections of Broward Boulevard and NW/SW 5th Avenue and Broward Boulevard and NW/SW 1st Avenue

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: Broward Boulevard & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.94

PM PEAK HOUR FACTOR: 0.94

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 62 2,019 198 100 1,104 20 15 96 53 20 5 14

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 66 2,140 210 106 1,170 21 16 102 56 21 5 15

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 79 1,485 77 35 1,715 35 6 7 86 107 47 65

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 84 1,574 82 37 1,818 37 6 7 91 113 50 69

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

94 19 -17 18 -4

TOTAL "VESTED" TRAFFIC 0 94 0 0 19 -17 0 0 18 0 -4 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 1 32 3 2 18 0 0 2 1 0 0 0

AM NON-PROJECT TRAFFIC 67 2,266 213 108 1,207 4 16 104 75 21 1 15

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

60 56 -29 57 -38

TOTAL "VESTED" TRAFFIC 0 60 0 0 56 -29 0 0 57 0 -38 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 1 24 1 1 27 1 0 0 1 2 1 1

PM NON-PROJECT TRAFFIC 85 1,658 83 38 1,901 9 6 7 149 115 13 70

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 40.0% 4.0%

Distribution Exiting 7.0% 5.0%

AM Net New Entering 27.0% 1.0%

Distribution Exiting 10.0% 5.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 46 17 9 2

AM TOTAL PROJECT TRAFFIC 0 0 0 0 46 0 17 9 0 2 0 0

AM TOTAL TRAFFIC 67 2,266 213 108 1,253 4 33 113 75 23 1 15

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 69 12 9 7

Trips

PM TOTAL PROJECT TRAFFIC 69 12 9 7

PM TOTAL TRAFFIC 85 1,658 83 38 1,970 9 18 16 149 122 13 70

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.88

PM PEAK HOUR FACTOR: 0.75

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 1 256 3 9 74 5 10 9 1 0 5 18

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 1 271 3 10 78 5 11 10 1 0 5 19

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 2 86 11 16 320 20 5 6 2 15 22 12

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 2 91 12 17 339 21 5 6 2 16 23 13

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 4 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 1 275 3 10 79 5 11 10 1 0 5 19

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 5 0 0 0 0 0 0 0

PM NON-PROJECT TRAFFIC 2 92 12 17 344 21 5 6 2 16 23 13

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 2.0% 1.0%

Distribution Exiting 48.0%

AM Net New Entering 6.0% 1.0%

Distribution Exiting 30.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 10 52 2

AM TOTAL PROJECT TRAFFIC 0 10 0 0 52 0 0 0 0 0 0 2

AM TOTAL TRAFFIC 1 285 3 10 131 5 11 10 1 0 5 21

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 3 82 2

Trips

PM TOTAL PROJECT TRAFFIC 3 82 2

PM TOTAL TRAFFIC 2 95 12 17 426 21 5 6 2 16 23 15

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 2nd Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.82

PM PEAK HOUR FACTOR: 0.79

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 250 5 19 96 6 40

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 265 5 20 102 6 42

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 109 0 27 321 15 77

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 116 0 29 340 16 82

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

218 -269 -20 -104 86 37 -43

TOTAL "VESTED" TRAFFIC 218 -269 0 -20 -104 86 37 -43

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 4 0 0 2 0 1

AM NON-PROJECT TRAFFIC 218 0 5 0 0 86 43 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

141 -118 -29 -345 264 113 -83

TOTAL "VESTED" TRAFFIC 141 -118 0 -29 -345 264 113 -83

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 2 0 0 5 0 1

PM NON-PROJECT TRAFFIC 141 0 0 0 0 264 129 0

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 3.0% 84.0%

Distribution Exiting 3.0% 48.0%

AM Net New Entering 7.0% 84.0%

Distribution Exiting 3.0% 30.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 12 5 52 144

AM TOTAL PROJECT TRAFFIC 12 0 0 0 0 5 52 0 144 0

AM TOTAL TRAFFIC 230 0 5 0 0 5 138 43 144 0

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 5 5 82 144

Trips

PM TOTAL PROJECT TRAFFIC 5 5 82 144

PM TOTAL TRAFFIC 146 0 0 0 0 5 346 129 144 0

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW Flagler Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.82

PM PEAK HOUR FACTOR: 0.79

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 290 114 0 3 1

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 307 121 0 3 1

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 0 184 350 0 1 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 0 195 371 0 1 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-312 -123 -1

TOTAL "VESTED" TRAFFIC 0 -312 -123 0 0 -1

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 5 2 0 0 0

AM NON-PROJECT TRAFFIC 0 0 0 0 3 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-198 -377

TOTAL "VESTED" TRAFFIC 0 -198 -377 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 3 6 0 0 0

PM NON-PROJECT TRAFFIC 0 0 0 0 1 0

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering

Distribution Exiting

AM Net New Entering

Distribution Exiting

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New

AM TOTAL PROJECT TRAFFIC 0 0 0 0 0 0

AM TOTAL TRAFFIC 0 0 0 0 3 0

"PM PROJECT TRAFFIC"

LAND USE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New

Trips

PM TOTAL PROJECT TRAFFIC

PM TOTAL TRAFFIC 0 0 0 0 1 0

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Street & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.86

PM PEAK HOUR FACTOR: 0.77

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 14 217 83 68 68 3 2 35 7 20 16 34

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 15 230 88 72 72 3 2 37 7 21 17 36

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 27 132 45 45 249 3 3 16 12 62 49 54

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 29 140 48 48 264 3 3 17 13 66 52 57

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-14 -216 -82 18 -73 -7 -21

TOTAL "VESTED" TRAFFIC -14 -216 -82 18 -73 0 0 0 -7 -21 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 3 1 1 1 0 0 1 0 0 0 1

AM NON-PROJECT TRAFFIC 1 17 7 91 0 3 2 38 0 0 17 37

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

-26 -130 -45 57 -268 -13 -67

TOTAL "VESTED" TRAFFIC -26 -130 -45 57 -268 0 0 0 -13 -67 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 2 1 1 4 0 0 0 0 1 1 1

PM NON-PROJECT TRAFFIC 3 12 4 106 0 3 3 17 0 0 53 58

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering

Distribution Exiting 3.0% 12.0%

AM Net New Entering

Distribution Exiting 5.0% 15.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 8 26

AM TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 8 26 0 0 0 0

AM TOTAL TRAFFIC 1 17 7 91 0 3 10 64 0 0 17 37

"PM PROJECT TRAFFIC"

LAND USE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 5 21

Trips

PM TOTAL PROJECT TRAFFIC 5 21

PM TOTAL TRAFFIC 3 12 4 106 0 3 8 38 0 0 53 58

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW 5th Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.83

PM PEAK HOUR FACTOR: 0.68

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 144 9 10 78 9 2

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 153 10 11 83 10 2

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 66 5 8 257 40 4

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 70 5 8 272 42 4

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 2 0 0 1 0 0

AM NON-PROJECT TRAFFIC 155 10 11 84 10 2

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 1 0 0 4 1 0

PM NON-PROJECT TRAFFIC 71 5 8 276 43 4

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 2.0%

Distribution Exiting 7.0%

AM Net New Entering 4.0%

Distribution Exiting 3.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 7 5

AM TOTAL PROJECT TRAFFIC 7 0 0 5 0 0

AM TOTAL TRAFFIC 162 10 11 89 10 2

"PM PROJECT TRAFFIC"

LAND USE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 3 12

Trips

PM TOTAL PROJECT TRAFFIC 3 12

PM TOTAL TRAFFIC 74 5 8 288 43 4

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW Flagler Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.93

PM PEAK HOUR FACTOR: 0.81

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 0 132 3 5 89 0 0 0 1 0 0 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 0 140 3 5 94 0 0 0 1 0 0 0

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 0 72 0 2 243 0 3 0 2 0 0 0

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 0 76 0 2 258 0 3 0 2 0 0 0

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

218 86

TOTAL "VESTED" TRAFFIC 0 218 0 0 86 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 0 360 3 5 181 0 0 0 1 0 0 0

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

141 264

TOTAL "VESTED" TRAFFIC 0 141 0 0 264 0 0 0 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 4 0 0 0 0 0 0 0

PM NON-PROJECT TRAFFIC 0 218 0 2 526 0 3 0 2 0 0 0

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 11.0%

Distribution Exiting 42.0%

AM Net New Entering 5.0%

Distribution Exiting 64.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 109 8

AM TOTAL PROJECT TRAFFIC 0 109 0 0 8 0 0 0 0 0 0 0

AM TOTAL TRAFFIC 0 469 3 5 189 0 0 0 1 0 0 0

"PM PROJECT TRAFFIC"

LAND USE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 72 19

Trips

PM TOTAL PROJECT TRAFFIC 72 19

PM TOTAL TRAFFIC 0 290 0 2 545 0 3 0 2 0 0 0

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 4th Street & NW 1st Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.91

PM PEAK HOUR FACTOR: 0.88

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements 5 126 18 28 66 5 5 13 15 7 4 12

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS 5 134 19 30 70 5 5 14 16 7 4 13

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements 4 71 10 6 202 11 14 4 16 33 17 48

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS 4 75 11 6 214 12 15 4 17 35 18 51

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

218 -5 86 -2

TOTAL "VESTED" TRAFFIC 0 218 0 -5 86 0 0 -2 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH 0 2 0 0 1 0 0 0 0 0 0 0

AM NON-PROJECT TRAFFIC 5 354 19 25 157 5 5 12 16 7 4 13

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

141 -5 86 -4

TOTAL "VESTED" TRAFFIC 0 141 0 -5 86 0 0 -4 0 0 0 0

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH 0 1 0 0 3 0 0 0 0 1 0 1

PM NON-PROJECT TRAFFIC 4 217 11 1 303 12 15 0 17 36 18 52

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 11.0%

Distribution Exiting 27.0% 15.0%

AM Net New Entering 4.0% 1.0%

Distribution Exiting 44.0% 20.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 75 34 6 2

AM TOTAL PROJECT TRAFFIC 0 75 34 0 6 0 0 0 2 0 0 0

AM TOTAL TRAFFIC 5 429 53 25 163 5 5 12 18 7 4 13

"PM PROJECT TRAFFIC"

LAND USE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 46 26 19

Trips

PM TOTAL PROJECT TRAFFIC 46 26 19

PM TOTAL TRAFFIC 4 263 37 1 322 12 15 0 17 36 18 52

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: North Project Driveway & NW 2nd Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.92

PM PEAK HOUR FACTOR: 0.92

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

86 218

TOTAL "VESTED" TRAFFIC 86 218

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH

AM NON-PROJECT TRAFFIC 86 218

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

264 141

TOTAL "VESTED" TRAFFIC 264 141

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH

PM NON-PROJECT TRAFFIC 264 141

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 13.0% 27.0%

Distribution Exiting 35.0% 16.0% 14.0%

AM Net New Entering 9.0% 31.0%

Distribution Exiting 40.0% 15.0% 27.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 68 26 15 53 46

AM TOTAL PROJECT TRAFFIC 68 26 0 15 53 46

AM TOTAL TRAFFIC 68 26 86 15 53 264

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 60 27 22 46 24

Trips

PM TOTAL PROJECT TRAFFIC 60 27 22 46 24

PM TOTAL TRAFFIC 60 27 264 22 46 165

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: South Project Driveway & NW 2nd Avenue

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.92

PM PEAK HOUR FACTOR: 0.92

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

86 218

TOTAL "VESTED" TRAFFIC 86 218

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH

AM NON-PROJECT TRAFFIC 86 218

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

264 141

TOTAL "VESTED" TRAFFIC 264 141

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH

PM NON-PROJECT TRAFFIC 264 141

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 60.0% 27.0%

Distribution Exiting 14.0% 35.0% 16.0%

AM Net New Entering 60.0% 31.0%

Distribution Exiting 27.0% 18.0% 15.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 46 31 26 103 53

AM TOTAL PROJECT TRAFFIC 46 31 26 103 53

AM TOTAL TRAFFIC 46 31 112 103 271

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 24 60 27 103 46

Trips

PM TOTAL PROJECT TRAFFIC 24 60 27 103 46

PM TOTAL TRAFFIC 24 60 291 103 187

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
TRAFFIC VOLUMES

AT STUDY INTERSECTIONS

INTERSECTION: NW 2nd Avenue and NW 4th Street

COUNT DATE: August 13, 2013

AM PEAK HOUR FACTOR: 0.92

PM PEAK HOUR FACTOR: 0.92

"AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

AM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

AM EXISTING CONDITIONS

"PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Raw Turning Movements

Peak Season Correction Factor 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060 1.060

PM EXISTING CONDITIONS

"AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

76 86 96 218

TOTAL "VESTED" TRAFFIC 76 86 96 218

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

AM BACKGROUND TRAFFIC GROWTH

AM NON-PROJECT TRAFFIC 76 86 96 218

"PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

151 264 274 141

TOTAL "VESTED" TRAFFIC 151 264 274 141

Years To Buildout 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Yearly Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%

PM BACKGROUND TRAFFIC GROWTH

PM NON-PROJECT TRAFFIC 151 264 274 141

"PROJECT DISTRUBUTION"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

PM Net New Entering 2.0% 11.0%

Distribution Exiting 7.0% 42.0%

AM Net New Entering 4.0% 5.0%

Distribution Exiting 3.0% 64.0%

"AM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project

Trips Net New 7 8 5 109

AM TOTAL PROJECT TRAFFIC 0 7 8 0 5 109

AM TOTAL TRAFFIC 76 7 94 96 5 327

"PM PROJECT TRAFFIC"

LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR SBU SBL SBT SBR NBU NBL NBT NBR

Project Net New 3 19 12 72

Trips

PM TOTAL PROJECT TRAFFIC 3 19 12 72

PM TOTAL TRAFFIC 151 3 283 274 12 213

NW 2nd Street Closure Redistribution

NW 2nd Street Closure Redistribution
APPENDIX D:

Intersection Capacity Analyses
Existing Conditions
Timings Existing Conditions

1: NW 5th Avenue & Broward Boulevard A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT

Lane Configurations

Volume (vph) 27 2476 42 1244 23 2 39 2 1

Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA

Protected Phases 6 5 2 4 8

Permitted Phases 6 2 4 4 8

Detector Phase 6 6 5 2 4 4 4 8 8

Switch Phase

Minimum Initial (s) 15.0 15.0 4.0 15.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 26.5 26.5 9.5 26.5 30.0 30.0 30.0 30.0 30.0

Total Split (s) 106.0 106.0 20.0 126.0 34.0 34.0 34.0 34.0 34.0

Total Split (%) 66.3% 66.3% 12.5% 78.8% 21.3% 21.3% 21.3% 21.3% 21.3%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes

Recall Mode C-Min C-Min None C-Min Max Max Max Max Max

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 43 (27%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 100

Control Type: Actuated-Coordinated

Splits and Phases: 1: NW 5th Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary Existing Conditions

1: NW 5th Avenue & Broward Boulevard A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 27 2476 90 42 1244 3 23 2 39 2 1 19

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow veh/h/ln 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 190.0 186.3 190.0

Lanes 1 3 0 1 3 0 1 1 1 0 1 0

Cap, veh/h 314 3602 130 121 4081 9 295 354 301 38 27 265

Arrive On Green 0.67 0.67 0.67 0.05 1.00 1.00 0.19 0.19 0.19 0.19 0.19 0.19

Sat Flow, veh/h 395 5361 193 1774 5574 12 1384 1863 1583 58 141 1395

Grp Volume(v), veh/h 30 1882 938 46 914 456 25 2 43 24 0 0

Grp Sat Flow(s),veh/h/ln 395 1863 1829 1774 1863 1861 1384 1863 1583 1595 0 0

Q Serve(g_s), s 4.0 49.4 51.0 1.1 0.0 0.0 2.2 0.1 3.3 0.0 0.0 0.0

Cycle Q Clear(g_c), s 4.0 49.4 51.0 1.1 0.0 0.0 4.0 0.1 3.3 1.8 0.0 0.0

Prop In Lane 1.00 0.11 1.00 0.01 1.00 1.00 0.08 0.87

Lane Grp Cap(c), veh/h 314 2503 1229 121 2728 1362 295 354 301 329 0 0

V/C Ratio(X) 0.10 0.75 0.76 0.38 0.33 0.33 0.08 0.01 0.14 0.07 0.00 0.00

Avail Cap(c_a), veh/h 318 2539 1246 254 3044 1520 295 354 301 329 0 0

HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00

Uniform Delay (d), s/veh 8.6 16.0 16.3 24.0 0.0 0.0 50.8 48.4 49.7 49.1 0.0 0.0

Incr Delay (d2), s/veh 0.6 2.1 4.5 0.7 0.3 0.7 0.6 0.0 1.0 0.4 0.0 0.0

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile Back of Q (50%), veh/ln 0.4 21.6 22.9 1.1 0.1 0.3 0.9 0.1 1.5 0.8 0.0 0.0

Lane Grp Delay (d), s/veh 9.2 18.2 20.9 24.7 0.3 0.7 51.3 48.5 50.7 49.5 0.0 0.0

Lane Grp LOS A B C C A A D D D D

Approach Vol, veh/h 2850 1416 70 24

Approach Delay, s/veh 19.0 1.2 50.9 49.5

Approach LOS B A D D

Timer

Assigned Phs 6 5 2 4 8

Phs Duration (G+Y+Rc), s 104.6 8.9 113.5 34.0 34.0

Change Period (Y+Rc), s 5.5 5.5 5.5 6.0 6.0

Max Green Setting (Gmax), s 100.5 14.5 120.5 28.0 28.0

Max Q Clear Time (g_c+I1), s 53.0 3.1 2.0 6.0 3.8

Green Ext Time (p_c), s 45.3 0.0 106.0 0.2 0.2

Intersection Summary

HCM 2010 Ctrl Delay 13.9

HCM 2010 LOS B

Notes
HCM 2010 TWSC Existing Conditions

2: NW 2nd Avenue & Broward Boulevard A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 0.6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 70 2467 13 0 1246 6 0 0 0 0 0 32

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length 205 - - - - - - - 0 - - 0

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 77 2711 14 0 1369 7 0 0 0 0 0 35

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 1376 0 0 2725 0 0 3420 4248 1363 2611 4252 688

 Stage 1 - - - - - - 2872 2872 - 1373 1373 -

 Stage 2 - - - - - - 548 1376 - 1238 2879 -

Follow-up Headway 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92

Pot Capacity-1 Maneuver 257 - - 53 - - 8 2 118 26 2 333

 Stage 1 - - - - - - 9 36 - 109 212 -

 Stage 2 - - - - - - 445 211 - 167 36 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 257 - - 53 - - 5 1 118 20 1 333

Mov Capacity-2 Maneuver - - - - - - 5 1 - 20 1 -

 Stage 1 - - - - - - 6 25 - 76 212 -

 Stage 2 - - - - - - 398 211 - 117 25 -

Approach EB WB NB SB

HCM Control Delay, s 0.7 0 0 17.1

HCM LOS A C

Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 0 257 - - 53 - - 333

HCM Lane V/C Ratio + 0.299 - - - - - 0.106

HCM Control Delay (s) 0 24.882 - - 0 - - 17.1

HCM Lane LOS A C A C

HCM 95th %tile Q(veh) + 1.216 - - 0 - - 0.351

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
Timings Existing Conditions

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR

Lane Configurations

Volume (vph) 66 2140 210 106 1170 21 5 16 102 56

Turn Type Perm NA Perm pm+pt NA Perm NA Perm NA Perm

Protected Phases 6 5 2 4 8

Permitted Phases 6 6 2 4 8 8

Detector Phase 6 6 6 5 2 4 4 8 8 8

Switch Phase

Minimum Initial (s) 7.0 7.0 7.0 4.0 7.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 34.5 34.5 34.5 9.5 34.5 45.0 45.0 49.0 49.0 49.0

Total Split (s) 84.0 84.0 84.0 25.0 109.0 51.0 51.0 51.0 51.0 51.0

Total Split (%) 52.5% 52.5% 52.5% 15.6% 68.1% 31.9% 31.9% 31.9% 31.9% 31.9%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes Yes

Recall Mode C-Max C-Max C-Max None C-Max None None None None None

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 87 (54%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 115

Control Type: Actuated-Coordinated

Splits and Phases: 3: Brickell Avenue/NW 1st Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary Existing Conditions

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 66 2140 210 106 1170 21 21 5 15 16 102 56

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3

Lanes 1 3 1 1 3 0 1 1 0 1 1 1

Cap, veh/h 379 4139 1173 207 4461 79 103 37 118 171 176 150

Arrive On Green 0.99 0.99 0.99 0.03 0.81 0.81 0.09 0.09 0.09 0.09 0.09 0.09

Sat Flow, veh/h 436 5588 1583 1774 5474 97 1211 391 1251 1385 1863 1583

Grp Volume(v), veh/h 70 2277 223 113 847 420 22 0 21 17 109 60

Grp Sat Flow(s),veh/h/ln 436 1863 1583 1774 1863 1846 1211 0 1642 1385 1863 1583

Q Serve(g_s), s 0.4 1.7 0.3 1.8 6.9 6.9 2.3 0.0 1.5 1.4 7.1 4.5

Cycle Q Clear(g_c), s 0.4 1.7 0.3 1.8 6.9 6.9 9.4 0.0 1.5 2.9 7.1 4.5

Prop In Lane 1.00 1.00 1.00 0.05 1.00 0.76 1.00 1.00

Lane Grp Cap(c), veh/h 379 4139 1173 207 3036 1504 103 0 155 171 176 150

V/C Ratio(X) 0.18 0.55 0.19 0.55 0.28 0.28 0.21 0.00 0.14 0.10 0.62 0.40

Avail Cap(c_a), veh/h 379 4139 1173 424 3036 1504 418 0 582 531 660 561

HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00

Uniform Delay (d), s/veh 0.2 0.3 0.2 3.5 2.8 2.8 59.8 0.0 52.7 54.1 55.3 54.1

Incr Delay (d2), s/veh 1.1 0.5 0.4 0.8 0.2 0.5 0.4 0.0 0.1 0.1 1.3 0.6

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile Back of Q (50%), veh/ln 0.1 0.5 0.2 0.6 2.3 2.4 0.7 0.0 0.6 0.5 3.5 1.9

Lane Grp Delay (d), s/veh 1.3 0.8 0.6 4.3 3.0 3.3 60.2 0.0 52.9 54.2 56.6 54.8

Lane Grp LOS A A A A A A E D D E D

Approach Vol, veh/h 2570 1380 43 186

Approach Delay, s/veh 0.8 3.2 56.6 55.8

Approach LOS A A E E

Timer

Assigned Phs 6 5 2 4 8

Phs Duration (G+Y+Rc), s 99.6 9.4 109.0 18.0 18.0

Change Period (Y+Rc), s 5.5 5.5 5.5 6.0 6.0

Max Green Setting (Gmax), s 78.5 19.5 103.5 45.0 45.0

Max Q Clear Time (g_c+I1), s 3.7 3.8 8.9 11.4 9.1

Green Ext Time (p_c), s 8.8 0.1 8.8 0.6 0.6

Intersection Summary

HCM 2010 Ctrl Delay 4.6

HCM 2010 LOS A

Notes
HCM 2010 TWSC Existing Conditions

4: NW 5th Avenue & NW 2nd Street A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 1.5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 1 271 3 10 78 5 0 5 19 11 10 1

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - - - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 1 308 3 11 89 6 0 6 22 12 11 1

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 94 0 0 311 0 0 432 429 310 440 428 91

 Stage 1 - - - - - - 312 312 - 114 114 -

 Stage 2 - - - - - - 120 117 - 326 314 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1500 - - 1249 - - 534 518 730 527 519 967

 Stage 1 - - - - - - 699 658 - 891 801 -

 Stage 2 - - - - - - 884 799 - 687 656 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1500 - - 1249 - - 520 513 730 503 514 967

Mov Capacity-2 Maneuver - - - - - - 520 513 - 503 514 -

 Stage 1 - - - - - - 698 657 - 890 794 -

 Stage 2 - - - - - - 862 792 - 660 655 -

Approach EB WB NB SB

HCM Control Delay, s 0 0.9 10.6 12.3

HCM LOS B B

Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 671 1500 - - 1249 - - 519

HCM Lane V/C Ratio 0.041 0.001 - - 0.009 - - 0.048

HCM Control Delay (s) 10.6 7.402 0 - 7.909 0 - 12.3

HCM Lane LOS B A A A A B

HCM 95th %tile Q(veh) 0.127 0.002 - - 0.028 - - 0.151

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

5: NW 2nd Avenue & NW 2nd Street A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 1.5

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 265 5 20 102 6 42

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 82 82 82 82 82 82

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 323 6 24 124 7 51

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 329 0 499 326

 Stage 1 - - - - 326 -

 Stage 2 - - - - 173 -

Follow-up Headway - - 2.218 - 3.518 3.318

Pot Capacity-1 Maneuver - - 1231 - 531 715

 Stage 1 - - - - 731 -

 Stage 2 - - - - 857 -

Time blocked-Platoon, % - - -

Mov Capacity-1 Maneuver - - 1231 - 520 715

Mov Capacity-2 Maneuver - - - - 520 -

 Stage 1 - - - - 731 -

 Stage 2 - - - - 839 -

Approach EB WB NB

HCM Control Delay, s 0 1.3 10.8

HCM LOS B

Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 683 - - 1231 -

HCM Lane V/C Ratio 0.086 - - 0.02 -

HCM Control Delay (s) 10.8 - - 7.984 0

HCM Lane LOS B A A

HCM 95th %tile Q(veh) 0.28 - - 0.061 -

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

6: NW 2nd Street & NW Flagler Avenue A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 0.1

Movement EBL EBT WBT WBR SBL SBR

Vol, veh/h 0 307 121 0 3 1

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # - 0 0 - 0 -

Grade, % - 0 0 - 0 -

Peak Hour Factor 82 82 82 82 82 82

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 0 374 148 0 4 1

Major/Minor Major1 Major2 Minor2

Conflicting Flow All 148 0 - 0 522 148

 Stage 1 - - - - 148 -

 Stage 2 - - - - 374 -

Follow-up Headway 2.218 - - - 3.518 3.318

Pot Capacity-1 Maneuver 1434 - - - 515 899

 Stage 1 - - - - 880 -

 Stage 2 - - - - 696 -

Time blocked-Platoon, % - - -

Mov Capacity-1 Maneuver 1434 - - - 515 899

Mov Capacity-2 Maneuver - - - - 515 -

 Stage 1 - - - - 880 -

 Stage 2 - - - - 696 -

Approach EB WB SB

HCM Control Delay, s 0 0 11.3

HCM LOS B

Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1

Capacity (veh/h) 1434 - - - 577

HCM Lane V/C Ratio - - - - 0.008

HCM Control Delay (s) 0 - - - 11.3

HCM Lane LOS A B

HCM 95th %tile Q(veh) 0 - - - 0.026

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

7: NW 1st Avenue & NW 2nd Street A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 3.8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 15 230 88 72 72 3 21 17 36 2 37 7

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - 130 85 - - 155 - - 175 - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 17 267 102 84 84 3 24 20 42 2 43 8

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 87 0 0 267 0 0 580 557 267 586 555 85

 Stage 1 - - - - - - 302 302 - 253 253 -

 Stage 2 - - - - - - 278 255 - 333 302 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1509 - - 1297 - - 426 439 772 422 440 974

 Stage 1 - - - - - - 707 664 - 751 698 -

 Stage 2 - - - - - - 728 696 - 681 664 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1509 - - 1297 - - 365 405 772 362 406 974

Mov Capacity-2 Maneuver - - - - - - 365 405 - 362 406 -

 Stage 1 - - - - - - 697 655 - 740 653 -

 Stage 2 - - - - - - 631 651 - 616 655 -

Approach EB WB NB SB

HCM Control Delay, s 0.3 3.9 12.9 14.1

HCM LOS B B

Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2

Capacity (veh/h) 365 557 1509 - - 1297 - - 362 446

HCM Lane V/C Ratio 0.045 0.125 0.012 - - 0.065 - - 0.004 0.116

HCM Control Delay (s) 15.3 12.4 7.414 0 - 7.967 - - 15 14.1

HCM Lane LOS C B A A A C B

HCM 95th %tile Q(veh) 0.14 0.427 0.035 - - 0.207 - - 0.013 0.392

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

8: NW 5th Avenue & NW 4th Street A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 0.8

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 153 10 11 83 10 2

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - 105 - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 83 83 83 83 83 83

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 184 12 13 100 12 2

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 196 0 317 190

 Stage 1 - - - - 190 -

 Stage 2 - - - - 127 -

Follow-up Headway - - 2.218 - 3.518 3.318

Pot Capacity-1 Maneuver - - 1377 - 676 852

 Stage 1 - - - - 842 -

 Stage 2 - - - - 899 -

Time blocked-Platoon, % - - -

Mov Capacity-1 Maneuver - - 1377 - 670 852

Mov Capacity-2 Maneuver - - - - 670 -

 Stage 1 - - - - 842 -

 Stage 2 - - - - 891 -

Approach EB WB NB

HCM Control Delay, s 0 0.9 10.3

HCM LOS B

Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 695 - - 1377 -

HCM Lane V/C Ratio 0.021 - - 0.01 -

HCM Control Delay (s) 10.3 - - 7.64 -

HCM Lane LOS B A

HCM 95th %tile Q(veh) 0.064 - - 0.029 -

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

9: NW Flagler Avenue & NW 4th Street A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 0.2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 0 140 3 5 94 0 0 0 0 0 0 1

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - - - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 151 3 5 101 0 0 0 0 0 0 1

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 101 0 0 154 0 0 264 264 152 264 266 101

 Stage 1 - - - - - - 152 152 - 112 112 -

 Stage 2 - - - - - - 112 112 - 152 154 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1491 - - 1426 - - 689 641 894 689 640 954

 Stage 1 - - - - - - 850 772 - 893 803 -

 Stage 2 - - - - - - 893 803 - 850 770 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1491 - - 1426 - - 686 638 894 687 637 954

Mov Capacity-2 Maneuver - - - - - - 686 638 - 687 637 -

 Stage 1 - - - - - - 850 772 - 893 800 -

 Stage 2 - - - - - - 888 800 - 850 770 -

Approach EB WB NB SB

HCM Control Delay, s 0 0.4 0 8.8

HCM LOS A A

Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 0 1491 - - 1426 - - 954

HCM Lane V/C Ratio + - - - 0.004 - - 0.001

HCM Control Delay (s) 0 0 - - 7.534 0 - 8.8

HCM Lane LOS A A A A A

HCM 95th %tile Q(veh) + 0 - - 0.011 - - 0.003

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

10: NW 1st Avenue & NW 4th Street A.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing AM.syn

Intersection

Intersection Delay, s/veh 2.7

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 5 134 19 30 70 5 7 4 13 5 14 16

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - - - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 5 147 21 33 77 5 8 4 14 5 15 18

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 82 0 0 168 0 0 331 317 158 324 325 80

 Stage 1 - - - - - - 169 169 - 146 146 -

 Stage 2 - - - - - - 162 148 - 178 179 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1515 - - 1410 - - 622 599 887 629 593 980

 Stage 1 - - - - - - 833 759 - 857 776 -

 Stage 2 - - - - - - 840 775 - 824 751 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1515 - - 1410 - - 585 582 887 602 576 980

Mov Capacity-2 Maneuver - - - - - - 585 582 - 602 576 -

 Stage 1 - - - - - - 830 756 - 854 757 -

 Stage 2 - - - - - - 788 756 - 803 748 -

Approach EB WB NB SB

HCM Control Delay, s 0.2 2.2 10.2 10.3

HCM LOS B B

Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 717 1515 - - 1410 - - 715

HCM Lane V/C Ratio 0.037 0.004 - - 0.023 - - 0.054

HCM Control Delay (s) 10.2 7.385 0 - 7.614 0 - 10.3

HCM Lane LOS B A A A A B

HCM 95th %tile Q(veh) 0.114 0.011 - - 0.072 - - 0.17

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
Timings Existing Conditions

1: NW 5th Avenue & Broward Boulevard P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT

Lane Configurations

Volume (vph) 21 1728 73 1942 135 24 43 10 5

Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA

Protected Phases 6 5 2 4 8

Permitted Phases 6 2 4 4 8

Detector Phase 6 6 5 2 4 4 4 8 8

Switch Phase

Minimum Initial (s) 15.0 15.0 4.0 15.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 26.5 26.5 9.5 26.5 30.0 30.0 30.0 30.0 30.0

Total Split (s) 106.0 106.0 20.0 126.0 34.0 34.0 34.0 34.0 34.0

Total Split (%) 66.3% 66.3% 12.5% 78.8% 21.3% 21.3% 21.3% 21.3% 21.3%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes

Recall Mode C-Min C-Min None C-Min Max Max Max Max Max

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 78 (49%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 70

Control Type: Actuated-Coordinated

Splits and Phases: 1: NW 5th Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary Existing Conditions

1: NW 5th Avenue & Broward Boulevard P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 21 1728 31 73 1942 19 135 24 43 10 5 13

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow veh/h/ln 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3 190.0 186.3 190.0

Lanes 1 3 0 1 3 0 1 1 1 0 1 0

Cap, veh/h 191 3548 64 226 3953 38 314 376 319 131 72 145

Arrive On Green 0.65 0.65 0.65 0.05 1.00 1.00 0.20 0.20 0.20 0.20 0.20 0.20

Sat Flow, veh/h 214 5471 99 1774 5526 53 1389 1863 1583 473 355 718

Grp Volume(v), veh/h 21 1200 595 74 1336 665 138 24 44 28 0 0

Grp Sat Flow(s),veh/h/ln 214 1863 1845 1774 1863 1853 1389 1863 1583 1545 0 0

Q Serve(g_s), s 5.3 23.2 23.2 1.9 0.0 0.0 12.4 1.4 3.2 0.0 0.0 0.0

Cycle Q Clear(g_c), s 5.3 23.2 23.2 1.9 0.0 0.0 14.3 1.4 3.2 1.8 0.0 0.0

Prop In Lane 1.00 0.05 1.00 0.03 1.00 1.00 0.36 0.46

Lane Grp Cap(c), veh/h 191 2416 1197 226 2665 1326 314 376 319 347 0 0

V/C Ratio(X) 0.11 0.50 0.50 0.33 0.50 0.50 0.44 0.06 0.14 0.08 0.00 0.00

Avail Cap(c_a), veh/h 207 2698 1336 363 3235 1609 314 376 319 347 0 0

HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00

Uniform Delay (d), s/veh 9.5 12.6 12.6 9.8 0.0 0.0 50.7 44.8 45.5 44.9 0.0 0.0

Incr Delay (d2), s/veh 1.2 0.7 1.5 0.3 0.7 1.4 4.4 0.3 0.9 0.5 0.0 0.0

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile Back of Q (50%), veh/ln 0.3 10.1 10.2 0.7 0.3 0.5 4.9 0.7 1.4 0.9 0.0 0.0

Lane Grp Delay (d), s/veh 10.7 13.4 14.1 10.1 0.7 1.4 55.1 45.1 46.4 45.4 0.0 0.0

Lane Grp LOS B B B B A A E D D D

Approach Vol, veh/h 1816 2075 206 28

Approach Delay, s/veh 13.6 1.2 52.1 45.4

Approach LOS B A D D

Timer

Assigned Phs 6 5 2 4 8

Phs Duration (G+Y+Rc), s 95.5 9.3 104.8 34.0 34.0

Change Period (Y+Rc), s 5.5 5.5 5.5 6.0 6.0

Max Green Setting (Gmax), s 100.5 14.5 120.5 28.0 28.0

Max Q Clear Time (g_c+I1), s 25.2 3.9 2.0 16.3 3.8

Green Ext Time (p_c), s 64.8 0.0 94.2 0.3 0.4

Intersection Summary

HCM 2010 Ctrl Delay 9.5

HCM 2010 LOS A

Notes
HCM 2010 TWSC Existing Conditions

2: NW 2nd Avenue & Broward Boulevard P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 1.8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 51 1807 11 0 1964 6 0 0 0 0 0 42

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length 205 - - - - - - - 0 - - 0

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 56 1986 12 0 2158 7 0 0 0 0 0 46

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 2165 0 0 1998 0 0 3002 4304 999 3103 4307 1082

 Stage 1 - - - - - - 2139 2139 - 2162 2162 -

 Stage 2 - - - - - - 863 2165 - 941 2145 -

Follow-up Headway 3.12 - - 3.12 - - 3.82 4.02 3.92 3.82 4.02 3.92

Pot Capacity-1 Maneuver 103 - - 125 - - 15 2 208 13 2 183

 Stage 1 - - - - - - 30 88 - 29 85 -

 Stage 2 - - - - - - 286 85 - 256 87 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 103 - - 125 - - 11 2 208 13 2 183

Mov Capacity-2 Maneuver - - - - - - 11 2 - 13 2 -

 Stage 1 - - - - - - 30 88 - 29 85 -

 Stage 2 - - - - - - 214 85 - 256 87 -

Approach EB WB NB SB

HCM Control Delay, s 3 0 0 31.2

HCM LOS A D

Minor Lane / Major Mvmt NBLn1 EBU EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 0 151 103 - - 125 - - 183

HCM Lane V/C Ratio + 0.115 0.544 - - - - - 0.252

HCM Control Delay (s) 0 - 85 - - 0 - - 31.2

HCM Lane LOS A F A D

HCM 95th %tile Q(veh) + 0.382 2.509 - - 0 - - 0.958

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
Timings Existing Conditions

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR

Lane Configurations

Volume (vph) 84 1574 82 37 1818 113 50 6 7 91

Turn Type Perm NA Perm pm+pt NA Perm NA Perm NA Perm

Protected Phases 6 5 2 4 8

Permitted Phases 6 6 2 4 8 8

Detector Phase 6 6 6 5 2 4 4 8 8 8

Switch Phase

Minimum Initial (s) 7.0 7.0 7.0 4.0 7.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 34.5 34.5 34.5 9.5 34.5 45.0 45.0 49.0 49.0 49.0

Total Split (s) 84.0 84.0 84.0 25.0 109.0 51.0 51.0 51.0 51.0 51.0

Total Split (%) 52.5% 52.5% 52.5% 15.6% 68.1% 31.9% 31.9% 31.9% 31.9% 31.9%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes Yes

Recall Mode C-Max C-Max C-Max None C-Max None None None None None

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 51 (32%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 145

Control Type: Actuated-Coordinated

Splits and Phases: 3: Brickell Avenue/NW 1st Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary Existing Conditions

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 84 1574 82 37 1818 37 113 50 69 6 7 91

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 190.0 186.3 186.3 190.0 186.3 186.3 186.3

Lanes 1 3 1 1 3 0 1 1 0 1 1 1

Cap, veh/h 206 4078 1155 294 4341 87 201 83 114 112 217 184

Arrive On Green 1.00 1.00 1.00 0.02 0.80 0.80 0.12 0.12 0.12 0.12 0.12 0.12

Sat Flow, veh/h 220 5588 1583 1774 5459 110 1285 711 979 1260 1863 1583

Grp Volume(v), veh/h 89 1674 87 39 1319 654 120 0 126 6 7 97

Grp Sat Flow(s),veh/h/ln 220 1863 1583 1774 1863 1843 1285 0 1690 1260 1863 1583

Q Serve(g_s), s 7.6 0.0 0.0 0.7 14.6 14.6 11.9 0.0 9.3 0.6 0.4 7.5

Cycle Q Clear(g_c), s 13.7 0.0 0.0 0.7 14.6 14.6 12.3 0.0 9.3 9.9 0.4 7.5

Prop In Lane 1.00 1.00 1.00 0.06 1.00 0.58 1.00 1.00

Lane Grp Cap(c), veh/h 206 4078 1155 294 2962 1466 201 0 197 112 217 184

V/C Ratio(X) 0.43 0.41 0.08 0.13 0.45 0.45 0.60 0.00 0.64 0.05 0.03 0.53

Avail Cap(c_a), veh/h 206 4078 1155 519 2962 1466 495 0 584 401 644 547

HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00

Uniform Delay (d), s/veh 0.4 0.0 0.0 3.6 4.2 4.2 56.5 0.0 54.9 59.6 51.0 54.1

Incr Delay (d2), s/veh 6.5 0.3 0.1 0.1 0.5 1.0 1.1 0.0 1.3 0.1 0.0 0.9

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile Back of Q (50%), veh/ln 0.4 0.1 0.0 0.2 5.1 5.3 4.1 0.0 4.1 0.2 0.2 3.1

Lane Grp Delay (d), s/veh 7.0 0.3 0.1 3.7 4.7 5.2 57.5 0.0 56.2 59.7 51.0 55.0

Lane Grp LOS A A A A A A E E E D D

Approach Vol, veh/h 1850 2012 246 110

Approach Delay, s/veh 0.6 4.9 56.8 55.0

Approach LOS A A E D

Timer

Assigned Phs 6 5 2 4 8

Phs Duration (G+Y+Rc), s 100.5 8.5 109.0 21.2 21.2

Change Period (Y+Rc), s 5.5 5.5 5.5 6.0 6.0

Max Green Setting (Gmax), s 78.5 19.5 103.5 45.0 45.0

Max Q Clear Time (g_c+I1), s 15.7 2.7 16.6 14.3 11.9

Green Ext Time (p_c), s 8.2 0.0 8.2 0.8 0.8

Intersection Summary

HCM 2010 Ctrl Delay 7.3

HCM 2010 LOS A

Notes
HCM 2010 TWSC Existing Conditions

4: NW 5th Avenue & NW 2nd Street P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 2 91 12 17 339 21 16 23 13 5 6 2

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - - - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 3 121 16 23 452 28 21 31 17 7 8 3

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 480 0 0 137 0 0 652 660 129 670 654 466

 Stage 1 - - - - - - 135 135 - 511 511 -

 Stage 2 - - - - - - 517 525 - 159 143 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1082 - - 1447 - - 381 383 921 371 386 597

 Stage 1 - - - - - - 868 785 - 545 537 -

 Stage 2 - - - - - - 541 529 - 843 779 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1082 - - 1447 - - 366 373 921 335 376 597

Mov Capacity-2 Maneuver - - - - - - 366 373 - 335 376 -

 Stage 1 - - - - - - 865 783 - 543 525 -

 Stage 2 - - - - - - 519 517 - 792 777 -

Approach EB WB NB SB

HCM Control Delay, s 0.2 0.3 14.8 14.9

HCM LOS B B

Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 435 1082 - - 1447 - - 380

HCM Lane V/C Ratio 0.159 0.002 - - 0.016 - - 0.046

HCM Control Delay (s) 14.8 8.335 0 - 7.527 0 - 14.9

HCM Lane LOS B A A A A B

HCM 95th %tile Q(veh) 0.562 0.007 - - 0.048 - - 0.143

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

5: NW 2nd Avenue & NW 2nd Street P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 2.2

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 116 0 29 340 16 82

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 79 79 79 79 79 79

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 147 0 37 430 20 104

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 147 0 651 147

 Stage 1 - - - - 147 -

 Stage 2 - - - - 504 -

Follow-up Headway - - 2.218 - 3.518 3.318

Pot Capacity-1 Maneuver - - 1435 - 433 900

 Stage 1 - - - - 880 -

 Stage 2 - - - - 607 -

Time blocked-Platoon, % - - -

Mov Capacity-1 Maneuver - - 1435 - 418 900

Mov Capacity-2 Maneuver - - - - 418 -

 Stage 1 - - - - 880 -

 Stage 2 - - - - 586 -

Approach EB WB NB

HCM Control Delay, s 0 0.6 10.7

HCM LOS B

Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 757 - - 1435 -

HCM Lane V/C Ratio 0.164 - - 0.026 -

HCM Control Delay (s) 10.7 - - 7.575 0

HCM Lane LOS B A A

HCM 95th %tile Q(veh) 0.584 - - 0.079 -

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

6: NW 2nd Street & NW Flagler Avenue P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 0

Movement EBL EBT WBT WBR SBL SBR

Vol, veh/h 0 195 371 0 1 0

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # - 0 0 - 0 -

Grade, % - 0 0 - 0 -

Peak Hour Factor 79 79 79 79 79 79

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 0 247 470 0 1 0

Major/Minor Major1 Major2 Minor2

Conflicting Flow All 470 0 - 0 717 470

 Stage 1 - - - - 470 -

 Stage 2 - - - - 247 -

Follow-up Headway 2.218 - - - 3.518 3.318

Pot Capacity-1 Maneuver 1092 - - - 396 594

 Stage 1 - - - - 629 -

 Stage 2 - - - - 794 -

Time blocked-Platoon, % - - -

Mov Capacity-1 Maneuver 1092 - - - 396 594

Mov Capacity-2 Maneuver - - - - 396 -

 Stage 1 - - - - 629 -

 Stage 2 - - - - 794 -

Approach EB WB SB

HCM Control Delay, s 0 0 14.1

HCM LOS B

Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1

Capacity (veh/h) 1092 - - - 396

HCM Lane V/C Ratio - - - - 0.003

HCM Control Delay (s) 0 - - - 14.1

HCM Lane LOS A B

HCM 95th %tile Q(veh) 0 - - - 0.01

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

7: NW 1st Avenue & NW 2nd Street P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 6.1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 29 140 48 48 264 3 66 52 57 3 17 13

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - 130 85 - - 155 - - 175 - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 38 182 62 62 343 4 86 68 74 4 22 17

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 347 0 0 182 0 0 746 728 182 797 726 345

 Stage 1 - - - - - - 257 257 - 469 469 -

 Stage 2 - - - - - - 489 471 - 328 257 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1212 - - 1393 - - 330 350 861 305 351 698

 Stage 1 - - - - - - 748 695 - 575 561 -

 Stage 2 - - - - - - 561 560 - 685 695 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1212 - - 1393 - - 287 322 861 220 323 698

Mov Capacity-2 Maneuver - - - - - - 287 322 - 220 323 -

 Stage 1 - - - - - - 720 669 - 554 536 -

 Stage 2 - - - - - - 502 535 - 542 669 -

Approach EB WB NB SB

HCM Control Delay, s 1.1 1.2 19.2 15.2

HCM LOS C C

Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2

Capacity (veh/h) 287 430 1212 - - 1393 - - 220 409

HCM Lane V/C Ratio 0.199 0.396 0.031 - - 0.045 - - 0.012 0.098

HCM Control Delay (s) 20.6 18.7 8.066 0 - 7.705 - - 21.6 14.8

HCM Lane LOS C C A A A C B

HCM 95th %tile Q(veh) 0.727 1.858 0.096 - - 0.14 - - 0.036 0.325

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

8: NW 5th Avenue & NW 4th Street P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 1.6

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 70 5 8 272 42 4

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - 105 - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 68 68 68 68 68 68

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 103 7 12 400 62 6

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 110 0 531 107

 Stage 1 - - - - 107 -

 Stage 2 - - - - 424 -

Follow-up Headway - - 2.218 - 3.518 3.318

Pot Capacity-1 Maneuver - - 1480 - 509 947

 Stage 1 - - - - 917 -

 Stage 2 - - - - 660 -

Time blocked-Platoon, % - - -

Mov Capacity-1 Maneuver - - 1480 - 505 947

Mov Capacity-2 Maneuver - - - - 505 -

 Stage 1 - - - - 917 -

 Stage 2 - - - - 655 -

Approach EB WB NB

HCM Control Delay, s 0 0.2 12.9

HCM LOS B

Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 526 - - 1480 -

HCM Lane V/C Ratio 0.129 - - 0.008 -

HCM Control Delay (s) 12.9 - - 7.452 -

HCM Lane LOS B A

HCM 95th %tile Q(veh) 0.439 - - 0.024 -

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

9: NW Flagler Avenue & NW 4th Street P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 0.2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 0 76 0 2 258 0 0 0 0 3 0 2

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - - - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 94 0 2 319 0 0 0 0 4 0 2

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 319 0 0 94 0 0 419 417 94 417 417 319

 Stage 1 - - - - - - 94 94 - 323 323 -

 Stage 2 - - - - - - 325 323 - 94 94 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1241 - - 1500 - - 544 527 963 546 527 722

 Stage 1 - - - - - - 913 817 - 689 650 -

 Stage 2 - - - - - - 687 650 - 913 817 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1241 - - 1500 - - 541 526 963 545 526 722

Mov Capacity-2 Maneuver - - - - - - 541 526 - 545 526 -

 Stage 1 - - - - - - 913 817 - 689 649 -

 Stage 2 - - - - - - 683 649 - 913 817 -

Approach EB WB NB SB

HCM Control Delay, s 0 0.1 0 11

HCM LOS A B

Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 0 1241 - - 1500 - - 604

HCM Lane V/C Ratio + - - - 0.002 - - 0.01

HCM Control Delay (s) 0 0 - - 7.404 0 - 11

HCM Lane LOS A A A A B

HCM 95th %tile Q(veh) + 0 - - 0.005 - - 0.031

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
HCM 2010 TWSC Existing Conditions

10: NW 1st Avenue & NW 4th Street P.M. Peak Hour

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Existing PM.syn

Intersection

Intersection Delay, s/veh 3.6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Vol, veh/h 4 75 11 6 214 12 35 18 51 15 4 17

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop

RT Channelized - - None - - None - - None - - None

Storage Length - - - - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 - - 0 -

Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 5 85 12 7 243 14 40 20 58 17 5 19

Major/Minor Major1 Major2 Minor1 Minor2

Conflicting Flow All 257 0 0 98 0 0 377 371 91 404 371 250

 Stage 1 - - - - - - 101 101 - 264 264 -

 Stage 2 - - - - - - 276 270 - 140 107 -

Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318

Pot Capacity-1 Maneuver 1308 - - 1495 - - 580 559 967 557 559 789

 Stage 1 - - - - - - 905 811 - 741 690 -

 Stage 2 - - - - - - 730 686 - 863 807 -

Time blocked-Platoon, % - - - -

Mov Capacity-1 Maneuver 1308 - - 1495 - - 558 554 967 505 554 789

Mov Capacity-2 Maneuver - - - - - - 558 554 - 505 554 -

 Stage 1 - - - - - - 901 808 - 738 687 -

 Stage 2 - - - - - - 704 683 - 788 804 -

Approach EB WB NB SB

HCM Control Delay, s 0.3 0.2 11.2 11.3

HCM LOS B B

Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 703 1308 - - 1495 - - 616

HCM Lane V/C Ratio 0.168 0.003 - - 0.005 - - 0.066

HCM Control Delay (s) 11.2 7.762 0 - 7.419 0 - 11.3

HCM Lane LOS B A A A A B

HCM 95th %tile Q(veh) 0.601 0.01 - - 0.014 - - 0.213

Notes

~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined
Future Background Conditions with NW 2nd

Street Railroad Crossing Closure
Timings A.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT

Lane Configurations

Volume (vph) 15 2657 45 1283 23 1 43 2 1

Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA

Protected Phases 6 5 2 4 8

Permitted Phases 6 2 4 4 8

Detector Phase 6 6 5 2 4 4 4 8 8

Switch Phase

Minimum Initial (s) 15.0 15.0 4.0 15.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 26.5 26.5 9.5 26.5 30.0 30.0 30.0 30.0 30.0

Total Split (s) 106.0 106.0 20.0 126.0 34.0 34.0 34.0 34.0 34.0

Total Split (%) 66.3% 66.3% 12.5% 78.8% 21.3% 21.3% 21.3% 21.3% 21.3%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes

Recall Mode C-Min C-Min None C-Min Max Max Max Max Max

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 43 (27%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 110

Control Type: Actuated-Coordinated

Splits and Phases: 1: NW 5th Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary A.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 15 2657 91 45 1283 3 23 1 43 2 1 19

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 1900

Adj Flow Rate, veh/h 16 2920 100 49 1410 3 25 1 47 2 1 21

Adj No. of Lanes 1 3 0 1 3 0 1 1 1 0 1 0

Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 305 3438 116 106 3877 8 286 343 292 36 26 257

Arrive On Green 0.68 0.68 0.68 0.05 1.00 1.00 0.18 0.18 0.18 0.18 0.18 0.18

Sat Flow, veh/h 379 5052 171 1774 5240 11 1384 1863 1583 58 141 1395

Grp Volume(v), veh/h 16 1949 1071 49 912 501 25 1 47 24 0 0

Grp Sat Flow(s),veh/h/ln 379 1695 1833 1774 1695 1861 1384 1863 1583 1594 0 0

Q Serve(g_s), s 2.1 65.6 68.2 1.2 0.0 0.0 2.3 0.1 3.8 0.0 0.0 0.0

Cycle Q Clear(g_c), s 2.1 65.6 68.2 1.2 0.0 0.0 4.2 0.1 3.8 1.9 0.0 0.0

Prop In Lane 1.00 0.09 1.00 0.01 1.00 1.00 0.08 0.87

Lane Grp Cap(c), veh/h 305 2308 1247 106 2508 1377 286 343 292 320 0 0

V/C Ratio(X) 0.05 0.84 0.86 0.46 0.36 0.36 0.09 0.00 0.16 0.08 0.00 0.00

Avail Cap(c_a), veh/h 305 2308 1247 235 2690 1477 286 343 292 320 0 0

HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00

Uniform Delay (d), s/veh 8.1 18.2 18.6 35.4 0.0 0.0 53.0 50.5 52.1 51.3 0.0 0.0

Incr Delay (d2), s/veh 0.3 4.0 7.8 1.2 0.4 0.7 0.6 0.0 1.2 0.5 0.0 0.0

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 0.2 31.6 36.9 1.4 0.1 0.3 0.9 0.0 1.8 0.9 0.0 0.0

LnGrp Delay(d),s/veh 8.4 22.2 26.4 36.5 0.4 0.7 53.6 50.6 53.2 51.7 0.0 0.0

LnGrp LOS A C C D A A D D D D

Approach Vol, veh/h 3036 1462 73 24

Approach Delay, s/veh 23.6 1.7 53.3 51.7

Approach LOS C A D D

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 126.0 34.0 9.0 117.0 34.0

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 120.5 28.0 14.5 100.5 28.0

Max Q Clear Time (g_c+I1), s 2.0 6.2 3.2 70.2 3.9

Green Ext Time (p_c), s 110.4 0.2 0.0 29.7 0.2

Intersection Summary

HCM 2010 Ctrl Delay 17.3

HCM 2010 LOS B
HCM 2010 TWSC A.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 1.3

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 124 2598 13 0 1302 54 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length 205 - - - - - - - 0

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 136 2855 14 0 1431 59 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 1490 0 0 2869 0 0 3707 4625 1435

 Stage 1 - - - - - - 3135 3135 -

 Stage 2 - - - - - - 572 1490 -

Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14

Critical Hdwy Stg 1 - - - - - - 7.34 5.54 -

Critical Hdwy Stg 2 - - - - - - 6.74 5.54 -

Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92

Pot Cap-1 Maneuver 225 - - 44 - - 5 1 105

 Stage 1 - - - - - - 5 26 -

 Stage 2 - - - - - - 431 186 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 225 - - 44 - - 2 0 105

Mov Cap-2 Maneuver - - - - - - 2 0 -

 Stage 1 - - - - - - 2 10 -

 Stage 2 - - - - - - 405 186 -

Approach EB WB NB

HCM Control Delay, s 1.9 0 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - 225 - - 44 - - 306

HCM Lane V/C Ratio - 0.606 - - - - - 0.061

HCM Control Delay (s) 0 42.9 - - 0 - - 17.5

HCM Lane LOS A E - - A - - C

HCM 95th %tile Q(veh) - 3.5 - - 0 - - 0.2
HCM 2010 TWSC A.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 0 0 17

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - 0

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 91 91 91

Heavy Vehicles, % 2 2 2

Mvmt Flow 0 0 19

Major/Minor Minor2

Conflicting Flow All 2875 4602 745

 Stage 1 1460 1460 -

 Stage 2 1415 3142 -

Critical Hdwy 6.44 6.54 7.14

Critical Hdwy Stg 1 7.34 5.54 -

Critical Hdwy Stg 2 6.74 5.54 -

Follow-up Hdwy 3.82 4.02 3.92

Pot Cap-1 Maneuver 18 1 306

 Stage 1 94 192 -

 Stage 2 129 26 -

Platoon blocked, %

Mov Cap-1 Maneuver 9 0 306

Mov Cap-2 Maneuver 9 0 -

 Stage 1 37 192 -

 Stage 2 51 10 -

Approach SB

HCM Control Delay, s 17.5

HCM LOS C

Minor Lane/Major Mvmt
Timings A.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR

Lane Configurations

Volume (vph) 67 2266 213 108 1253 23 1 33 113 75

Turn Type Perm NA Perm pm+pt NA Perm NA Perm NA Perm

Protected Phases 6 5 2 4 8

Permitted Phases 6 6 2 4 8 8

Detector Phase 6 6 6 5 2 4 4 8 8 8

Switch Phase

Minimum Initial (s) 7.0 7.0 7.0 4.0 7.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 34.5 34.5 34.5 9.5 34.5 45.0 45.0 49.0 49.0 49.0

Total Split (s) 84.0 84.0 84.0 25.0 109.0 51.0 51.0 51.0 51.0 51.0

Total Split (%) 52.5% 52.5% 52.5% 15.6% 68.1% 31.9% 31.9% 31.9% 31.9% 31.9%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes Yes

Recall Mode C-Max C-Max C-Max None C-Max None None None None None

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 87 (54%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 125

Control Type: Actuated-Coordinated

Splits and Phases: 3: Brickell Avenue/NW 1st Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary A.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 67 2266 213 108 1253 4 23 1 15 33 113 75

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863

Adj Flow Rate, veh/h 71 2411 227 115 1333 4 24 1 16 35 120 80

Adj No. of Lanes 1 3 1 1 3 0 1 1 0 1 1 1

Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 355 3731 1162 194 4226 13 105 10 155 186 192 163

Arrive On Green 1.00 1.00 1.00 0.03 0.81 0.81 0.10 0.10 0.10 0.10 0.10 0.10

Sat Flow, veh/h 407 5085 1583 1774 5234 16 1178 94 1503 1390 1863 1583

Grp Volume(v), veh/h 71 2411 227 115 863 474 24 0 17 35 120 80

Grp Sat Flow(s),veh/h/ln 407 1695 1583 1774 1695 1860 1178 0 1597 1390 1863 1583

Q Serve(g_s), s 0.0 0.0 0.0 2.0 8.4 8.4 2.6 0.0 1.2 3.0 7.9 6.1

Cycle Q Clear(g_c), s 0.0 0.0 0.0 2.0 8.4 8.4 10.5 0.0 1.2 4.2 7.9 6.1

Prop In Lane 1.00 1.00 1.00 0.01 1.00 0.94 1.00 1.00

Lane Grp Cap(c), veh/h 355 3731 1162 194 2737 1502 105 0 164 186 192 163

V/C Ratio(X) 0.20 0.65 0.20 0.59 0.32 0.32 0.23 0.00 0.10 0.19 0.63 0.49

Avail Cap(c_a), veh/h 355 3731 1162 410 2737 1502 397 0 561 531 654 556

HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00

Uniform Delay (d), s/veh 0.0 0.0 0.0 5.1 3.2 3.2 60.2 0.0 52.1 54.1 55.1 54.3

Incr Delay (d2), s/veh 1.3 0.9 0.4 1.1 0.3 0.6 0.4 0.0 0.1 0.2 1.3 0.9

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 0.1 0.3 0.1 3.1 4.0 4.4 0.8 0.0 0.6 1.2 4.1 2.7

LnGrp Delay(d),s/veh 1.3 0.9 0.4 6.2 3.5 3.7 60.6 0.0 52.2 54.2 56.4 55.2

LnGrp LOS A A A A A A E D D E E

Approach Vol, veh/h 2709 1452 41 235

Approach Delay, s/veh 0.8 3.8 57.1 55.7

Approach LOS A A E E

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 140.8 19.2 9.5 131.4 19.2

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 103.5 45.0 19.5 78.5 45.0

Max Q Clear Time (g_c+I1), s 10.4 12.5 4.0 2.0 9.9

Green Ext Time (p_c), s 11.5 0.7 0.1 11.5 0.7

Intersection Summary

HCM 2010 Ctrl Delay 5.2

HCM 2010 LOS A
HCM 2010 TWSC A.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 2.8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 1 10 3 10 52 5 0 5 6

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 88 88 88 88 88 88 88 88 88

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 1 11 3 11 59 6 0 6 7

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 65 0 0 15 0 0 106 103 13

 Stage 1 - - - - - - 15 15 -

 Stage 2 - - - - - - 91 88 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1537 - - 1603 - - 873 787 1067

 Stage 1 - - - - - - 1005 883 -

 Stage 2 - - - - - - 916 822 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1537 - - 1603 - - 857 781 1067

Mov Cap-2 Maneuver - - - - - - 857 781 -

 Stage 1 - - - - - - 1004 882 -

 Stage 2 - - - - - - 896 816 -

Approach EB WB NB

HCM Control Delay, s 0.5 1.1 9

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 915 1537 - - 1603 - - 803

HCM Lane V/C Ratio 0.014 0.001 - - 0.007 - - 0.017

HCM Control Delay (s) 9 7.3 0 - 7.3 0 - 9.6

HCM Lane LOS A A A - A A - A

HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1
HCM 2010 TWSC A.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 1 10 1

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 88 88 88

Heavy Vehicles, % 2 2 2

Mvmt Flow 1 11 1

Major/Minor Minor2

Conflicting Flow All 107 102 62

 Stage 1 85 85 -

 Stage 2 22 17 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 872 788 1003

 Stage 1 923 824 -

 Stage 2 996 881 -

Platoon blocked, %

Mov Cap-1 Maneuver 856 782 1003

Mov Cap-2 Maneuver 856 782 -

 Stage 1 922 818 -

 Stage 2 982 880 -

Approach SB

HCM Control Delay, s 9.6

HCM LOS A

Minor Lane/Major Mvmt
HCM 2010 TWSC A.M. Peak Hour

5: NW 2nd Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 0.9

Movement EBL EBR NBL NBT SBT SBR

Vol, veh/h 12 5 6 144 5 52

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Stop Stop Free Free Free Free

RT Channelized - None - None - None

Storage Length 0 - - - - -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 82 82 82 82 82 82

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 15 6 7 176 6 63

Major/Minor Minor2 Major1 Major2

Conflicting Flow All 228 38 70 0 - 0

 Stage 1 38 - - - - -

 Stage 2 190 - - - - -

Critical Hdwy 6.42 6.22 4.12 - - -

Critical Hdwy Stg 1 5.42 - - - - -

Critical Hdwy Stg 2 5.42 - - - - -

Follow-up Hdwy 3.518 3.318 2.218 - - -

Pot Cap-1 Maneuver 760 1034 1531 - - -

 Stage 1 984 - - - - -

 Stage 2 842 - - - - -

Platoon blocked, % - - -

Mov Cap-1 Maneuver 756 1034 1531 - - -

Mov Cap-2 Maneuver 756 - - - - -

 Stage 1 984 - - - - -

 Stage 2 838 - - - - -

Approach EB NB SB

HCM Control Delay, s 9.5 0.3 0

HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR

Capacity (veh/h) 1531 - 821 - -

HCM Lane V/C Ratio 0.005 - 0.025 - -

HCM Control Delay (s) 7.4 0 9.5 - -

HCM Lane LOS A A A - -

HCM 95th %tile Q(veh) 0 - 0.1 - -
HCM 2010 TWSC A.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 5.2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 1 17 7 91 0 3 0 17 37

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Stop Stop Stop Stop Stop Stop Free Free Free

RT Channelized - - None - - None - - None

Storage Length - - 130 85 - - 155 - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 86 86 86 86 86 86 86 86 86

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 1 20 8 106 0 3 0 20 43

Major/Minor Minor2 Minor1 Major1

Conflicting Flow All 141 161 74 149 139 41 74 0 0

 Stage 1 98 98 - 41 41 - - - -

 Stage 2 43 63 - 108 98 - - - -

Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - -

Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - -

Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - -

Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - -

Pot Cap-1 Maneuver 829 731 988 819 752 1030 1526 - -

 Stage 1 908 814 - 974 861 - - - -

 Stage 2 971 842 - 897 814 - - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 821 725 988 791 746 1030 1526 - -

Mov Cap-2 Maneuver 821 725 - 791 746 - - - -

 Stage 1 908 808 - 974 861 - - - -

 Stage 2 968 842 - 861 808 - - - -

Approach EB WB NB

HCM Control Delay, s 9.7 10.2 0

HCM LOS A B

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR

Capacity (veh/h) 1526 - - 730 988 791 1030 1540 - -

HCM Lane V/C Ratio - - - 0.029 0.008 0.134 0.003 0.008 - -

HCM Control Delay (s) 0 - - 10.1 8.7 10.3 8.5 7.4 - -

HCM Lane LOS A - - B A B A A - -

HCM 95th %tile Q(veh) 0 - - 0.1 0 0.5 0 0 - -
HCM 2010 TWSC A.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 10 64 0

Conflicting Peds, #/hr 0 0 0

Sign Control Free Free Free

RT Channelized - - None

Storage Length 175 - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 86 86 86

Heavy Vehicles, % 2 2 2

Mvmt Flow 12 74 0

Major/Minor Major2

Conflicting Flow All 63 0 0

 Stage 1 - - -

 Stage 2 - - -

Critical Hdwy 4.12 - -

Critical Hdwy Stg 1 - - -

Critical Hdwy Stg 2 - - -

Follow-up Hdwy 2.218 - -

Pot Cap-1 Maneuver 1540 - -

 Stage 1 - - -

 Stage 2 - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 1540 - -

Mov Cap-2 Maneuver - - -

 Stage 1 - - -

 Stage 2 - - -

Approach SB

HCM Control Delay, s 1

HCM LOS

Minor Lane/Major Mvmt
HCM 2010 TWSC A.M. Peak Hour

8: NW 5th Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 0.4

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 380 0 11 175 10 2

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - 105 - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 83 83 83 83 83 83

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 458 0 13 211 12 2

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 458 0 695 458

 Stage 1 - - - - 458 -

 Stage 2 - - - - 237 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1103 - 408 603

 Stage 1 - - - - 637 -

 Stage 2 - - - - 802 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1103 - 403 603

Mov Cap-2 Maneuver - - - - 403 -

 Stage 1 - - - - 637 -

 Stage 2 - - - - 793 -

Approach EB WB NB

HCM Control Delay, s 0 0.5 13.7

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 427 - - 1103 -

HCM Lane V/C Ratio 0.034 - - 0.012 -

HCM Control Delay (s) 13.7 - - 8.3 -

HCM Lane LOS B - - A -

HCM 95th %tile Q(veh) 0.1 - - 0 -
HCM 2010 TWSC A.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 0.1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 0 469 3 5 189 0 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 93 93 93 93 93 93 93 93 93

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 504 3 5 203 0 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 203 0 0 508 0 0 721 720 506

 Stage 1 - - - - - - 506 506 -

 Stage 2 - - - - - - 215 214 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1369 - - 1057 - - 343 354 566

 Stage 1 - - - - - - 549 540 -

 Stage 2 - - - - - - 787 725 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1369 - - 1057 - - 341 352 566

Mov Cap-2 Maneuver - - - - - - 341 352 -

 Stage 1 - - - - - - 549 540 -

 Stage 2 - - - - - - 782 721 -

Approach EB WB NB

HCM Control Delay, s 0 0.2 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - 1369 - - 1057 - - 838

HCM Lane V/C Ratio - - - - 0.005 - - 0.001

HCM Control Delay (s) 0 0 - - 8.4 0 - 9.3

HCM Lane LOS A A - - A A - A

HCM 95th %tile Q(veh) - 0 - - 0 - - 0
HCM 2010 TWSC A.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 0 0 1

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 93 93 93

Heavy Vehicles, % 2 2 2

Mvmt Flow 0 0 1

Major/Minor Minor2

Conflicting Flow All 720 722 203

 Stage 1 214 214 -

 Stage 2 506 508 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 343 353 838

 Stage 1 788 725 -

 Stage 2 549 539 -

Platoon blocked, %

Mov Cap-1 Maneuver 342 351 838

Mov Cap-2 Maneuver 342 351 -

 Stage 1 788 721 -

 Stage 2 549 539 -

Approach SB

HCM Control Delay, s 9.3

HCM LOS A

Minor Lane/Major Mvmt
HCM 2010 TWSC A.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 1.5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 5 429 53 25 163 5 7 4 13

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 5 471 58 27 179 5 8 4 14

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 185 0 0 530 0 0 765 752 501

 Stage 1 - - - - - - 512 512 -

 Stage 2 - - - - - - 253 240 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1390 - - 1037 - - 320 339 570

 Stage 1 - - - - - - 545 536 -

 Stage 2 - - - - - - 751 707 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1390 - - 1037 - - 295 328 570

Mov Cap-2 Maneuver - - - - - - 295 328 -

 Stage 1 - - - - - - 542 533 -

 Stage 2 - - - - - - 699 686 -

Approach EB WB NB

HCM Control Delay, s 0.1 1.1 14.4

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 409 1390 - - 1037 - - 466

HCM Lane V/C Ratio 0.064 0.004 - - 0.026 - - 0.083

HCM Control Delay (s) 14.4 7.6 0 - 8.6 0 - 13.4

HCM Lane LOS B A A - A A - B

HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.3
HCM 2010 TWSC A.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 5 12 18

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 91 91 91

Heavy Vehicles, % 2 2 2

Mvmt Flow 5 13 20

Major/Minor Minor2

Conflicting Flow All 758 778 182

 Stage 1 237 237 -

 Stage 2 521 541 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 324 328 861

 Stage 1 766 709 -

 Stage 2 539 521 -

Platoon blocked, %

Mov Cap-1 Maneuver 305 317 861

Mov Cap-2 Maneuver 305 317 -

 Stage 1 762 688 -

 Stage 2 519 518 -

Approach SB

HCM Control Delay, s 13.4

HCM LOS B

Minor Lane/Major Mvmt
HCM 2010 TWSC A.M. Peak Hour

22: NW 2nd Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure AM 04 24 14.syn

Intersection

Int Delay, s/veh 2.1

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 360 7 8 181 5 109

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 391 8 9 197 5 118

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 399 0 609 395

 Stage 1 - - - - 395 -

 Stage 2 - - - - 214 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1160 - 458 654

 Stage 1 - - - - 681 -

 Stage 2 - - - - 822 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1160 - 454 654

Mov Cap-2 Maneuver - - - - 454 -

 Stage 1 - - - - 681 -

 Stage 2 - - - - 815 -

Approach EB WB NB

HCM Control Delay, s 0 0.3 11.9

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 642 - - 1160 -

HCM Lane V/C Ratio 0.193 - - 0.007 -

HCM Control Delay (s) 11.9 - - 8.1 0

HCM Lane LOS B - - A A

HCM 95th %tile Q(veh) 0.7 - - 0 -
Timings P.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT

Lane Configurations

Volume (vph) 16 1849 77 2057 137 18 53 10 5

Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA

Protected Phases 6 5 2 4 8

Permitted Phases 6 2 4 4 8

Detector Phase 6 6 5 2 4 4 4 8 8

Switch Phase

Minimum Initial (s) 15.0 15.0 4.0 15.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 26.5 26.5 9.5 26.5 30.0 30.0 30.0 30.0 30.0

Total Split (s) 106.0 106.0 20.0 126.0 34.0 34.0 34.0 34.0 34.0

Total Split (%) 66.3% 66.3% 12.5% 78.8% 21.3% 21.3% 21.3% 21.3% 21.3%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes

Recall Mode C-Min C-Min None C-Min Max Max Max Max Max

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 78 (49%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 75

Control Type: Actuated-Coordinated

Splits and Phases: 1: NW 5th Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary P.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 16 1849 31 77 2057 19 137 18 53 10 5 13

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 1900

Adj Flow Rate, veh/h 16 1887 32 79 2099 19 140 18 54 10 5 13

Adj No. of Lanes 1 3 0 1 3 0 1 1 1 0 1 0

Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 176 3391 57 206 3763 34 304 364 310 127 69 140

Arrive On Green 0.66 0.66 0.66 0.05 1.00 1.00 0.20 0.20 0.20 0.20 0.20 0.20

Sat Flow, veh/h 191 5150 87 1774 5198 47 1389 1863 1583 472 355 717

Grp Volume(v), veh/h 16 1242 677 79 1369 749 140 18 54 28 0 0

Grp Sat Flow(s),veh/h/ln 191 1695 1847 1774 1695 1854 1389 1863 1583 1543 0 0

Q Serve(g_s), s 4.5 28.3 28.3 2.0 0.0 0.0 13.1 1.1 4.1 0.0 0.0 0.0

Cycle Q Clear(g_c), s 4.5 28.3 28.3 2.0 0.0 0.0 15.0 1.1 4.1 1.9 0.0 0.0

Prop In Lane 1.00 0.05 1.00 0.03 1.00 1.00 0.36 0.46

Lane Grp Cap(c), veh/h 176 2232 1216 206 2455 1343 304 364 310 336 0 0

V/C Ratio(X) 0.09 0.56 0.56 0.38 0.56 0.56 0.46 0.05 0.17 0.08 0.00 0.00

Avail Cap(c_a), veh/h 184 2380 1297 337 2854 1561 304 364 310 336 0 0

HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00

Uniform Delay (d), s/veh 9.1 13.2 13.2 11.2 0.0 0.0 53.2 46.8 47.9 47.1 0.0 0.0

Incr Delay (d2), s/veh 1.0 1.0 1.8 0.4 0.9 1.7 5.0 0.3 1.2 0.5 0.0 0.0

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 0.3 13.4 14.9 1.0 0.3 0.6 5.5 0.6 1.9 1.0 0.0 0.0

LnGrp Delay(d),s/veh 10.1 14.2 15.0 11.7 0.9 1.7 58.2 47.0 49.2 47.6 0.0 0.0

LnGrp LOS B B B B A A E D D D

Approach Vol, veh/h 1935 2197 212 28

Approach Delay, s/veh 14.4 1.6 54.9 47.6

Approach LOS B A D D

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 126.0 34.0 9.4 116.6 34.0

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 120.5 28.0 14.5 100.5 28.0

Max Q Clear Time (g_c+I1), s 2.0 17.0 4.0 30.3 3.9

Green Ext Time (p_c), s 101.6 0.3 0.0 63.9 0.4

Intersection Summary

HCM 2010 Ctrl Delay 10.1

HCM 2010 LOS B
HCM 2010 TWSC P.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 9.1

Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 16 96 1894 11 0 2107 54 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - - None - - None - - None

Storage Length - 205 - - - - - - - 0

Veh in Median Storage, # - - 0 - - 0 - - 0 -

Grade, % - - 0 - - 0 - - 0 -

Peak Hour Factor 92 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 17 105 2081 12 0 2315 59 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 1754 2375 0 0 2093 0 0 3259 4708 1047

 Stage 1 - - - - - - - 2333 2333 -

 Stage 2 - - - - - - - 926 2375 -

Critical Hdwy 5.64 5.34 - - 5.34 - - 6.44 6.54 7.14

Critical Hdwy Stg 1 - - - - - - - 7.34 5.54 -

Critical Hdwy Stg 2 - - - - - - - 6.74 5.54 -

Follow-up Hdwy 2.32 3.12 - - 3.12 - - 3.82 4.02 3.92

Pot Cap-1 Maneuver 166 ~ 80 - - 112 - - 10 1 193

 Stage 1 - - - - - - - 22 70 -

 Stage 2 - - - - - - - 261 66 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 85 ~ 85 - - 112 - - 9 1 193

Mov Cap-2 Maneuver - - - - - - - 9 1 -

 Stage 1 - - - - - - - 22 70 -

 Stage 2 - - - - - - - 226 66 -

Approach EB WB NB

HCM Control Delay, s 18.7 0 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - ~ 85 - - 112 - - 155

HCM Lane V/C Ratio - 1.446 - - - - - 0.135

HCM Control Delay (s) 0 $ 337.9 - - 0 - - 31.8

HCM Lane LOS A F - - A - - D

HCM 95th %tile Q(veh) - 9.6 - - 0 - - 0.5

Notes

~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
HCM 2010 TWSC P.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 0 0 19

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - 0

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 91 91 91

Heavy Vehicles, % 2 2 2

Mvmt Flow 0 0 21

Major/Minor Minor2

Conflicting Flow All 3423 4684 1187

 Stage 1 2345 2345 -

 Stage 2 1078 2339 -

Critical Hdwy 6.44 6.54 7.14

Critical Hdwy Stg 1 7.34 5.54 -

Critical Hdwy Stg 2 6.74 5.54 -

Follow-up Hdwy 3.82 4.02 3.92

Pot Cap-1 Maneuver 8 1 155

 Stage 1 21 69 -

 Stage 2 210 69 -

Platoon blocked, %

Mov Cap-1 Maneuver 8 1 155

Mov Cap-2 Maneuver 8 1 -

 Stage 1 21 69 -

 Stage 2 210 69 -

Approach SB

HCM Control Delay, s 31.8

HCM LOS D

Minor Lane/Major Mvmt
Timings P.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR

Lane Configurations

Volume (vph) 85 1658 83 38 1947 117 13 18 16 149

Turn Type Perm NA Perm pm+pt NA Perm NA Perm NA Perm

Protected Phases 6 5 2 4 8

Permitted Phases 6 6 2 4 8 8

Detector Phase 6 6 6 5 2 4 4 8 8 8

Switch Phase

Minimum Initial (s) 7.0 7.0 7.0 4.0 7.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 34.5 34.5 34.5 9.5 34.5 45.0 45.0 49.0 49.0 49.0

Total Split (s) 84.0 84.0 84.0 25.0 109.0 51.0 51.0 51.0 51.0 51.0

Total Split (%) 52.5% 52.5% 52.5% 15.6% 68.1% 31.9% 31.9% 31.9% 31.9% 31.9%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes Yes

Recall Mode C-Max C-Max C-Max None C-Max None None None None None

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 51 (32%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 145

Control Type: Actuated-Coordinated

Splits and Phases: 3: Brickell Avenue/NW 1st Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary P.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 85 1658 83 38 1947 38 117 13 70 18 16 149

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863

Adj Flow Rate, veh/h 90 1764 88 40 2071 40 124 14 74 19 17 159

Adj No. of Lanes 1 3 1 1 3 0 1 1 0 1 1 1

Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 176 3648 1136 273 4017 77 202 34 179 160 244 207

Arrive On Green 1.00 1.00 1.00 0.02 0.78 0.78 0.13 0.13 0.13 0.13 0.13 0.13

Sat Flow, veh/h 192 5085 1583 1774 5136 99 1204 258 1364 1304 1863 1583

Grp Volume(v), veh/h 90 1764 88 40 1366 745 124 0 88 19 17 159

Grp Sat Flow(s),veh/h/ln 192 1695 1583 1774 1695 1845 1204 0 1622 1304 1863 1583

Q Serve(g_s), s 20.6 0.0 0.0 0.7 19.5 19.5 13.3 0.0 6.6 1.8 1.1 12.8

Cycle Q Clear(g_c), s 31.5 0.0 0.0 0.7 19.5 19.5 14.4 0.0 6.6 8.4 1.1 12.8

Prop In Lane 1.00 1.00 1.00 0.05 1.00 0.84 1.00 1.00

Lane Grp Cap(c), veh/h 176 3648 1136 273 2652 1443 202 0 212 160 244 207

V/C Ratio(X) 0.51 0.48 0.08 0.15 0.52 0.52 0.61 0.00 0.41 0.12 0.07 0.77

Avail Cap(c_a), veh/h 176 3648 1136 494 2652 1443 454 0 552 433 633 538

HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00

Uniform Delay (d), s/veh 1.8 0.0 0.0 4.1 5.3 5.3 56.7 0.0 52.8 56.7 50.4 55.5

Incr Delay (d2), s/veh 10.2 0.5 0.1 0.1 0.7 1.3 1.1 0.0 0.5 0.1 0.0 2.2

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 1.5 0.2 0.0 0.4 9.2 10.3 4.5 0.0 3.0 0.7 0.6 5.7

LnGrp Delay(d),s/veh 12.0 0.5 0.1 4.1 6.0 6.6 57.9 0.0 53.3 56.8 50.5 57.8

LnGrp LOS B A A A A A E D E D E

Approach Vol, veh/h 1942 2151 212 195

Approach Delay, s/veh 1.0 6.2 56.0 57.1

Approach LOS A A E E

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 136.7 23.3 8.6 128.1 23.3

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 103.5 45.0 19.5 78.5 45.0

Max Q Clear Time (g_c+I1), s 21.5 16.4 2.7 33.5 14.8

Green Ext Time (p_c), s 14.8 0.9 0.0 14.0 0.9

Intersection Summary

HCM 2010 Ctrl Delay 8.5

HCM 2010 LOS A
HCM 2010 TWSC P.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 3.5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 2 3 12 17 82 21 16 23 2

Conflicting Peds, #/hr 0 0 5 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 75 75 75 75 75 75 75 75 75

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 3 4 16 23 109 28 21 31 3

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 137 0 0 20 0 0 191 200 12

 Stage 1 - - - - - - 17 17 -

 Stage 2 - - - - - - 174 183 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1447 - - 1596 - - 769 696 1069

 Stage 1 - - - - - - 1002 881 -

 Stage 2 - - - - - - 828 748 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1441 - - 1596 - - 746 683 1069

Mov Cap-2 Maneuver - - - - - - 746 683 -

 Stage 1 - - - - - - 1000 879 -

 Stage 2 - - - - - - 800 736 -

Approach EB WB NB

HCM Control Delay, s 0.9 1 10.4

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 719 1441 - - 1596 - - 734

HCM Lane V/C Ratio 0.076 0.002 - - 0.014 - - 0.015

HCM Control Delay (s) 10.4 7.5 0 - 7.3 0 - 10

HCM Lane LOS B A A - A A - B

HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0
HCM 2010 TWSC P.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 0 6 2

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 75 75 75

Heavy Vehicles, % 2 2 2

Mvmt Flow 0 8 3

Major/Minor Minor2

Conflicting Flow All 203 194 128

 Stage 1 169 169 -

 Stage 2 34 25 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 755 701 922

 Stage 1 833 759 -

 Stage 2 982 874 -

Platoon blocked, %

Mov Cap-1 Maneuver 717 688 918

Mov Cap-2 Maneuver 717 688 -

 Stage 1 831 747 -

 Stage 2 943 872 -

Approach SB

HCM Control Delay, s 10

HCM LOS B

Minor Lane/Major Mvmt
HCM 2010 TWSC P.M. Peak Hour

5: NW 2nd Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 0.6

Movement EBL EBR NBL NBT SBT SBR

Vol, veh/h 5 0 16 144 5 82

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Stop Stop Free Free Free Free

RT Channelized - None - None - None

Storage Length 0 - - - - -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 79 79 79 79 79 79

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 6 0 20 182 6 104

Major/Minor Minor2 Major1 Major2

Conflicting Flow All 281 58 110 0 - 0

 Stage 1 58 - - - - -

 Stage 2 223 - - - - -

Critical Hdwy 6.42 6.22 4.12 - - -

Critical Hdwy Stg 1 5.42 - - - - -

Critical Hdwy Stg 2 5.42 - - - - -

Follow-up Hdwy 3.518 3.318 2.218 - - -

Pot Cap-1 Maneuver 709 1008 1480 - - -

 Stage 1 965 - - - - -

 Stage 2 814 - - - - -

Platoon blocked, % - - -

Mov Cap-1 Maneuver 698 1008 1480 - - -

Mov Cap-2 Maneuver 698 - - - - -

 Stage 1 965 - - - - -

 Stage 2 802 - - - - -

Approach EB NB SB

HCM Control Delay, s 10.2 0.7 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR

Capacity (veh/h) 1480 - 698 - -

HCM Lane V/C Ratio 0.014 - 0.009 - -

HCM Control Delay (s) 7.5 0 10.2 - -

HCM Lane LOS A A B - -

HCM 95th %tile Q(veh) 0 - 0 - -
HCM 2010 TWSC P.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 3 12 4 106 0 3 0 53 58

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Stop Stop Stop Stop Stop Stop Free Free Free

RT Channelized - - None - - None - - None

Storage Length - - 130 85 - - 155 - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 77 77 77 77 77 77 77 77 77

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 4 16 5 138 0 4 0 69 75

Major/Minor Minor2 Minor1 Major1

Conflicting Flow All 178 214 49 184 176 106 49 0 0

 Stage 1 70 70 - 106 106 - - - -

 Stage 2 108 144 - 78 70 - - - -

Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - -

Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - -

Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - -

Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - -

Pot Cap-1 Maneuver 784 684 1020 777 717 948 1558 - -

 Stage 1 940 837 - 900 807 - - - -

 Stage 2 897 778 - 931 837 - - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 777 679 1020 755 712 948 1558 - -

Mov Cap-2 Maneuver 777 679 - 755 712 - - - -

 Stage 1 940 831 - 900 807 - - - -

 Stage 2 893 778 - 903 831 - - - -

Approach EB WB NB

HCM Control Delay, s 9.9 10.7 0

HCM LOS A B

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR

Capacity (veh/h) 1558 - - 697 1020 755 948 1438 - -

HCM Lane V/C Ratio - - - 0.028 0.005 0.182 0.004 0.007 - -

HCM Control Delay (s) 0 - - 10.3 8.5 10.8 8.8 7.5 - -

HCM Lane LOS A - - B A B A A - -

HCM 95th %tile Q(veh) 0 - - 0.1 0 0.7 0 0 - -
HCM 2010 TWSC P.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 8 38 0

Conflicting Peds, #/hr 0 0 0

Sign Control Free Free Free

RT Channelized - - None

Storage Length 175 - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 77 77 77

Heavy Vehicles, % 2 2 2

Mvmt Flow 10 49 0

Major/Minor Major2

Conflicting Flow All 144 0 0

 Stage 1 - - -

 Stage 2 - - -

Critical Hdwy 4.12 - -

Critical Hdwy Stg 1 - - -

Critical Hdwy Stg 2 - - -

Follow-up Hdwy 2.218 - -

Pot Cap-1 Maneuver 1438 - -

 Stage 1 - - -

 Stage 2 - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 1438 - -

Mov Cap-2 Maneuver - - -

 Stage 1 - - -

 Stage 2 - - -

Approach SB

HCM Control Delay, s 1.3

HCM LOS

Minor Lane/Major Mvmt
HCM 2010 TWSC P.M. Peak Hour

8: NW 5th Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 1.6

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 215 0 8 552 43 4

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - 105 - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 68 68 68 68 68 68

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 316 0 12 812 63 6

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 316 0 1151 316

 Stage 1 - - - - 316 -

 Stage 2 - - - - 835 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1244 - 219 724

 Stage 1 - - - - 739 -

 Stage 2 - - - - 426 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1244 - 217 724

Mov Cap-2 Maneuver - - - - 217 -

 Stage 1 - - - - 739 -

 Stage 2 - - - - 422 -

Approach EB WB NB

HCM Control Delay, s 0 0.1 27.1

HCM LOS D

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 231 - - 1244 -

HCM Lane V/C Ratio 0.299 - - 0.009 -

HCM Control Delay (s) 27.1 - - 7.9 -

HCM Lane LOS D - - A -

HCM 95th %tile Q(veh) 1.2 - - 0 -
HCM 2010 TWSC P.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 0.1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 0 290 0 2 545 0 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 81 81 81 81 81 81 81 81 81

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 358 0 2 673 0 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 673 0 0 358 0 0 1037 1036 358

 Stage 1 - - - - - - 358 358 -

 Stage 2 - - - - - - 679 678 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 918 - - 1201 - - 209 232 686

 Stage 1 - - - - - - 660 628 -

 Stage 2 - - - - - - 441 452 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 918 - - 1201 - - 207 231 686

Mov Cap-2 Maneuver - - - - - - 207 231 -

 Stage 1 - - - - - - 660 628 -

 Stage 2 - - - - - - 437 451 -

Approach EB WB NB

HCM Control Delay, s 0 0 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - 918 - - 1201 - - 268

HCM Lane V/C Ratio - - - - 0.002 - - 0.023

HCM Control Delay (s) 0 0 - - 8 0 - 18.7

HCM Lane LOS A A - - A A - C

HCM 95th %tile Q(veh) - 0 - - 0 - - 0.1
HCM 2010 TWSC P.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 3 0 2

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 81 81 81

Heavy Vehicles, % 2 2 2

Mvmt Flow 4 0 2

Major/Minor Minor2

Conflicting Flow All 1036 1036 673

 Stage 1 678 678 -

 Stage 2 358 358 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 210 232 455

 Stage 1 442 452 -

 Stage 2 660 628 -

Platoon blocked, %

Mov Cap-1 Maneuver 210 231 455

Mov Cap-2 Maneuver 210 231 -

 Stage 1 442 451 -

 Stage 2 660 628 -

Approach SB

HCM Control Delay, s 18.7

HCM LOS C

Minor Lane/Major Mvmt
HCM 2010 TWSC P.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 2.8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 4 263 37 1 500 12 36 18 52

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 88 88 88 88 88 88 88 88 88

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 5 299 42 1 568 14 41 20 59

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 582 0 0 341 0 0 916 913 320

 Stage 1 - - - - - - 329 329 -

 Stage 2 - - - - - - 587 584 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 992 - - 1218 - - 253 273 721

 Stage 1 - - - - - - 684 646 -

 Stage 2 - - - - - - 496 498 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 992 - - 1218 - - 242 271 721

Mov Cap-2 Maneuver - - - - - - 242 271 -

 Stage 1 - - - - - - 680 642 -

 Stage 2 - - - - - - 477 498 -

Approach EB WB NB

HCM Control Delay, s 0.1 0 19.4

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 369 992 - - 1218 - - 304

HCM Lane V/C Ratio 0.326 0.005 - - 0.001 - - 0.12

HCM Control Delay (s) 19.4 8.6 0 - 8 0 - 18.4

HCM Lane LOS C A A - A A - C

HCM 95th %tile Q(veh) 1.4 0 - - 0 - - 0.4
HCM 2010 TWSC P.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 15 0 17

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 88 88 88

Heavy Vehicles, % 2 2 2

Mvmt Flow 17 0 19

Major/Minor Minor2

Conflicting Flow All 946 927 575

 Stage 1 577 577 -

 Stage 2 369 350 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 241 268 518

 Stage 1 502 502 -

 Stage 2 651 633 -

Platoon blocked, %

Mov Cap-1 Maneuver 207 266 518

Mov Cap-2 Maneuver 207 266 -

 Stage 1 499 501 -

 Stage 2 575 629 -

Approach SB

HCM Control Delay, s 18.4

HCM LOS C

Minor Lane/Major Mvmt
HCM 2010 TWSC P.M. Peak Hour

22: North Driveway & NW 4th Street Future Background Conditions with NW 2nd St Closure

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure PM 04 24 14.syn

Intersection

Int Delay, s/veh 1.3

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 218 3 19 526 12 72

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 237 3 21 572 13 78

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 240 0 852 239

 Stage 1 - - - - 239 -

 Stage 2 - - - - 613 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1327 - 330 800

 Stage 1 - - - - 801 -

 Stage 2 - - - - 541 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1327 - 322 800

Mov Cap-2 Maneuver - - - - 322 -

 Stage 1 - - - - 801 -

 Stage 2 - - - - 529 -

Approach EB WB NB

HCM Control Delay, s 0 0.3 11.3

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 660 - - 1327 -

HCM Lane V/C Ratio 0.138 - - 0.016 -

HCM Control Delay (s) 11.3 - - 7.8 0

HCM Lane LOS B - - A A

HCM 95th %tile Q(veh) 0.5 - - 0 -
Future Total Conditions with NW 2nd Street

Railroad Crossing Closure and NW 2nd Avenue

Connector
Timings A.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT

Lane Configurations

Volume (vph) 29 2658 45 1266 23 2 42 2 1

Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA

Protected Phases 6 5 2 4 8

Permitted Phases 6 2 4 4 8

Detector Phase 6 6 5 2 4 4 4 8 8

Switch Phase

Minimum Initial (s) 15.0 15.0 4.0 15.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 26.5 26.5 9.5 26.5 30.0 30.0 30.0 30.0 30.0

Total Split (s) 106.0 106.0 20.0 126.0 34.0 34.0 34.0 34.0 34.0

Total Split (%) 66.3% 66.3% 12.5% 78.8% 21.3% 21.3% 21.3% 21.3% 21.3%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes

Recall Mode C-Min C-Min None C-Min Max Max Max Max Max

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 43 (27%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 110

Control Type: Actuated-Coordinated

Splits and Phases: 1: NW 5th Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary A.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 29 2658 91 45 1266 3 23 2 42 2 1 19

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 1900

Adj Flow Rate, veh/h 32 2921 100 49 1391 3 25 2 46 2 1 21

Adj No. of Lanes 1 3 0 1 3 0 1 1 1 0 1 0

Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 310 3440 116 106 3878 8 285 343 292 36 26 257

Arrive On Green 0.68 0.68 0.68 0.05 1.00 1.00 0.18 0.18 0.18 0.18 0.18 0.18

Sat Flow, veh/h 386 5052 171 1774 5240 11 1384 1863 1583 58 141 1395

Grp Volume(v), veh/h 32 1950 1071 49 900 494 25 2 46 24 0 0

Grp Sat Flow(s),veh/h/ln 386 1695 1833 1774 1695 1861 1384 1863 1583 1594 0 0

Q Serve(g_s), s 4.4 65.6 68.2 1.2 0.0 0.0 2.3 0.1 3.7 0.0 0.0 0.0

Cycle Q Clear(g_c), s 4.4 65.6 68.2 1.2 0.0 0.0 4.2 0.1 3.7 1.9 0.0 0.0

Prop In Lane 1.00 0.09 1.00 0.01 1.00 1.00 0.08 0.87

Lane Grp Cap(c), veh/h 310 2309 1248 106 2509 1377 285 343 292 319 0 0

V/C Ratio(X) 0.10 0.84 0.86 0.46 0.36 0.36 0.09 0.01 0.16 0.08 0.00 0.00

Avail Cap(c_a), veh/h 310 2309 1248 235 2688 1475 285 343 292 319 0 0

HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00

Uniform Delay (d), s/veh 8.4 18.2 18.6 35.4 0.0 0.0 53.1 50.6 52.1 51.3 0.0 0.0

Incr Delay (d2), s/veh 0.7 4.0 7.8 1.2 0.4 0.7 0.6 0.0 1.2 0.5 0.0 0.0

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 0.5 31.6 36.9 1.4 0.1 0.3 0.9 0.1 1.7 0.9 0.0 0.0

LnGrp Delay(d),s/veh 9.1 22.2 26.4 36.6 0.4 0.7 53.7 50.7 53.2 51.8 0.0 0.0

LnGrp LOS A C C D A A D D D D

Approach Vol, veh/h 3053 1443 73 24

Approach Delay, s/veh 23.6 1.7 53.3 51.8

Approach LOS C A D D

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 126.0 34.0 9.0 117.0 34.0

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 120.5 28.0 14.5 100.5 28.0

Max Q Clear Time (g_c+I1), s 2.0 6.2 3.2 70.2 3.9

Green Ext Time (p_c), s 110.5 0.2 0.0 29.7 0.2

Intersection Summary

HCM 2010 Ctrl Delay 17.3

HCM 2010 LOS B
HCM 2010 TWSC A.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 1.3

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 124 2598 13 0 1265 91 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length 205 - - - - - - - 0

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 136 2855 14 0 1390 100 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 1490 0 0 2869 0 0 3691 4625 1435

 Stage 1 - - - - - - 3135 3135 -

 Stage 2 - - - - - - 556 1490 -

Critical Hdwy 5.34 - - 5.34 - - 6.44 6.54 7.14

Critical Hdwy Stg 1 - - - - - - 7.34 5.54 -

Critical Hdwy Stg 2 - - - - - - 6.74 5.54 -

Follow-up Hdwy 3.12 - - 3.12 - - 3.82 4.02 3.92

Pot Cap-1 Maneuver 225 - - 44 - - 5 1 105

 Stage 1 - - - - - - 5 26 -

 Stage 2 - - - - - - 441 186 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 225 - - 44 - - 2 0 105

Mov Cap-2 Maneuver - - - - - - 2 0 -

 Stage 1 - - - - - - 2 10 -

 Stage 2 - - - - - - 414 186 -

Approach EB WB NB

HCM Control Delay, s 1.9 0 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - 225 - - 44 - - 306

HCM Lane V/C Ratio - 0.606 - - - - - 0.061

HCM Control Delay (s) 0 42.9 - - 0 - - 17.5

HCM Lane LOS A E - - A - - C

HCM 95th %tile Q(veh) - 3.5 - - 0 - - 0.2
HCM 2010 TWSC A.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 0 0 17

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - 0

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 91 91 91

Heavy Vehicles, % 2 2 2

Mvmt Flow 0 0 19

Major/Minor Minor2

Conflicting Flow All 2855 4582 745

 Stage 1 1440 1440 -

 Stage 2 1415 3142 -

Critical Hdwy 6.44 6.54 7.14

Critical Hdwy Stg 1 7.34 5.54 -

Critical Hdwy Stg 2 6.74 5.54 -

Follow-up Hdwy 3.82 4.02 3.92

Pot Cap-1 Maneuver 18 1 306

 Stage 1 98 196 -

 Stage 2 129 26 -

Platoon blocked, %

Mov Cap-1 Maneuver 9 0 306

Mov Cap-2 Maneuver 9 0 -

 Stage 1 39 196 -

 Stage 2 51 10 -

Approach SB

HCM Control Delay, s 17.5

HCM LOS C

Minor Lane/Major Mvmt
Timings A.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR

Lane Configurations

Volume (vph) 67 2266 213 108 1253 23 1 33 113 75

Turn Type Perm NA Perm pm+pt NA Perm NA Perm NA Perm

Protected Phases 6 5 2 4 8

Permitted Phases 6 6 2 4 8 8

Detector Phase 6 6 6 5 2 4 4 8 8 8

Switch Phase

Minimum Initial (s) 7.0 7.0 7.0 4.0 7.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 34.5 34.5 34.5 9.5 34.5 45.0 45.0 49.0 49.0 49.0

Total Split (s) 84.0 84.0 84.0 25.0 109.0 51.0 51.0 51.0 51.0 51.0

Total Split (%) 52.5% 52.5% 52.5% 15.6% 68.1% 31.9% 31.9% 31.9% 31.9% 31.9%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes Yes

Recall Mode C-Max C-Max C-Max None C-Max None None None None None

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 87 (54%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 125

Control Type: Actuated-Coordinated

Splits and Phases: 3: Brickell Avenue/NW 1st Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary A.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 67 2266 213 108 1253 4 23 1 15 33 113 75

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863

Adj Flow Rate, veh/h 71 2411 227 115 1333 4 24 1 16 35 120 80

Adj No. of Lanes 1 3 1 1 3 0 1 1 0 1 1 1

Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 355 3731 1162 194 4226 13 105 10 155 186 192 163

Arrive On Green 1.00 1.00 1.00 0.03 0.81 0.81 0.10 0.10 0.10 0.10 0.10 0.10

Sat Flow, veh/h 407 5085 1583 1774 5234 16 1178 94 1503 1390 1863 1583

Grp Volume(v), veh/h 71 2411 227 115 863 474 24 0 17 35 120 80

Grp Sat Flow(s),veh/h/ln 407 1695 1583 1774 1695 1860 1178 0 1597 1390 1863 1583

Q Serve(g_s), s 0.0 0.0 0.0 2.0 8.4 8.4 2.6 0.0 1.2 3.0 7.9 6.1

Cycle Q Clear(g_c), s 0.0 0.0 0.0 2.0 8.4 8.4 10.5 0.0 1.2 4.2 7.9 6.1

Prop In Lane 1.00 1.00 1.00 0.01 1.00 0.94 1.00 1.00

Lane Grp Cap(c), veh/h 355 3731 1162 194 2737 1502 105 0 164 186 192 163

V/C Ratio(X) 0.20 0.65 0.20 0.59 0.32 0.32 0.23 0.00 0.10 0.19 0.63 0.49

Avail Cap(c_a), veh/h 355 3731 1162 410 2737 1502 397 0 561 531 654 556

HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00

Uniform Delay (d), s/veh 0.0 0.0 0.0 5.1 3.2 3.2 60.2 0.0 52.1 54.1 55.1 54.3

Incr Delay (d2), s/veh 1.3 0.9 0.4 1.1 0.3 0.6 0.4 0.0 0.1 0.2 1.3 0.9

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 0.1 0.3 0.1 3.1 4.0 4.4 0.8 0.0 0.6 1.2 4.1 2.7

LnGrp Delay(d),s/veh 1.3 0.9 0.4 6.2 3.5 3.7 60.6 0.0 52.2 54.2 56.4 55.2

LnGrp LOS A A A A A A E D D E E

Approach Vol, veh/h 2709 1452 41 235

Approach Delay, s/veh 0.8 3.8 57.1 55.7

Approach LOS A A E E

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 140.8 19.2 9.5 131.4 19.2

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 103.5 45.0 19.5 78.5 45.0

Max Q Clear Time (g_c+I1), s 10.4 12.5 4.0 2.0 9.9

Green Ext Time (p_c), s 11.5 0.7 0.1 11.5 0.7

Intersection Summary

HCM 2010 Ctrl Delay 5.2

HCM 2010 LOS A
HCM 2010 TWSC A.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 1.3

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 1 285 3 10 131 5 0 5 21

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 88 88 88 88 88 88 88 88 88

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 1 324 3 11 149 6 0 6 24

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 155 0 0 327 0 0 509 505 326

 Stage 1 - - - - - - 328 328 -

 Stage 2 - - - - - - 181 177 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1425 - - 1233 - - 475 470 715

 Stage 1 - - - - - - 685 647 -

 Stage 2 - - - - - - 821 753 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1425 - - 1233 - - 462 465 715

Mov Cap-2 Maneuver - - - - - - 462 465 -

 Stage 1 - - - - - - 684 646 -

 Stage 2 - - - - - - 799 745 -

Approach EB WB NB

HCM Control Delay, s 0 0.5 10.8

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 648 1425 - - 1233 - - 465

HCM Lane V/C Ratio 0.046 0.001 - - 0.009 - - 0.054

HCM Control Delay (s) 10.8 7.5 0 - 7.9 0 - 13.2

HCM Lane LOS B A A - A A - B

HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2
HCM 2010 TWSC A.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 11 10 1

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 88 88 88

Heavy Vehicles, % 2 2 2

Mvmt Flow 12 11 1

Major/Minor Minor2

Conflicting Flow All 517 504 152

 Stage 1 174 174 -

 Stage 2 343 330 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 469 470 894

 Stage 1 828 755 -

 Stage 2 672 646 -

Platoon blocked, %

Mov Cap-1 Maneuver 445 465 894

Mov Cap-2 Maneuver 445 465 -

 Stage 1 827 747 -

 Stage 2 643 645 -

Approach SB

HCM Control Delay, s 13.2

HCM LOS B

Minor Lane/Major Mvmt
HCM 2010 AWSC A.M. Peak Hour

5: NW 2nd Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Intersection Delay, s/veh 10.4

Intersection LOS B

Movement EBU EBL EBR NBU NBL NBT SBU SBT SBR

Vol, veh/h 0 230 5 0 43 144 0 5 138

Peak Hour Factor 0.92 0.82 0.82 0.92 0.82 0.82 0.92 0.82 0.82

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 280 6 0 52 176 0 6 168

Number of Lanes 0 1 0 0 0 1 0 1 0

Approach EB NB SB

Opposing Approach SB NB

Opposing Lanes 0 1 1

Conflicting Approach Left SB EB

Conflicting Lanes Left 1 1 0

Conflicting Approach Right NB EB

Conflicting Lanes Right 1 0 1

HCM Control Delay 11.5 10.2 8.7

HCM LOS B B A

Lane NBLn1 EBLn1 SBLn1

Vol Left, % 23% 98% 0%

Vol Thru, % 77% 0% 3%

Vol Right, % 0% 2% 97%

Sign Control Stop Stop Stop

Traffic Vol by Lane 187 235 143

LT Vol 144 0 5

Through Vol 0 5 138

RT Vol 43 230 0

Lane Flow Rate 228 287 174

Geometry Grp 1 1 1

Degree of Util (X) 0.312 0.401 0.213

Departure Headway (Hd) 4.929 5.034 4.394

Convergence, Y/N Yes Yes Yes

Cap 725 711 811

Service Time 2.985 3.099 2.453

HCM Lane V/C Ratio 0.314 0.404 0.215

HCM Control Delay 10.2 11.5 8.7

HCM Lane LOS B B A

HCM 95th-tile Q 1.3 1.9 0.8
HCM 2010 TWSC A.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 5.2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 1 17 7 91 0 3 0 17 37

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Stop Stop Stop Stop Stop Stop Free Free Free

RT Channelized - - None - - None - - None

Storage Length - - 130 85 - - 155 - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 86 86 86 86 86 86 86 86 86

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 1 20 8 106 0 3 0 20 43

Major/Minor Minor2 Minor1 Major1

Conflicting Flow All 141 161 74 149 139 41 74 0 0

 Stage 1 98 98 - 41 41 - - - -

 Stage 2 43 63 - 108 98 - - - -

Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - -

Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - -

Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - -

Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - -

Pot Cap-1 Maneuver 829 731 988 819 752 1030 1526 - -

 Stage 1 908 814 - 974 861 - - - -

 Stage 2 971 842 - 897 814 - - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 821 725 988 791 746 1030 1526 - -

Mov Cap-2 Maneuver 821 725 - 791 746 - - - -

 Stage 1 908 808 - 974 861 - - - -

 Stage 2 968 842 - 861 808 - - - -

Approach EB WB NB

HCM Control Delay, s 9.7 10.2 0

HCM LOS A B

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR

Capacity (veh/h) 1526 - - 730 988 791 1030 1540 - -

HCM Lane V/C Ratio - - - 0.029 0.008 0.134 0.003 0.008 - -

HCM Control Delay (s) 0 - - 10.1 8.7 10.3 8.5 7.4 - -

HCM Lane LOS A - - B A B A A - -

HCM 95th %tile Q(veh) 0 - - 0.1 0 0.5 0 0 - -
HCM 2010 TWSC A.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 10 64 0

Conflicting Peds, #/hr 0 0 0

Sign Control Free Free Free

RT Channelized - - None

Storage Length 175 - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 86 86 86

Heavy Vehicles, % 2 2 2

Mvmt Flow 12 74 0

Major/Minor Major2

Conflicting Flow All 63 0 0

 Stage 1 - - -

 Stage 2 - - -

Critical Hdwy 4.12 - -

Critical Hdwy Stg 1 - - -

Critical Hdwy Stg 2 - - -

Follow-up Hdwy 2.218 - -

Pot Cap-1 Maneuver 1540 - -

 Stage 1 - - -

 Stage 2 - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 1540 - -

Mov Cap-2 Maneuver - - -

 Stage 1 - - -

 Stage 2 - - -

Approach SB

HCM Control Delay, s 1

HCM LOS

Minor Lane/Major Mvmt
HCM 2010 TWSC A.M. Peak Hour

8: NW 5th Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 0.7

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 162 10 11 89 10 2

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - 105 - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 83 83 83 83 83 83

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 195 12 13 107 12 2

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 207 0 335 201

 Stage 1 - - - - 201 -

 Stage 2 - - - - 134 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1364 - 660 840

 Stage 1 - - - - 833 -

 Stage 2 - - - - 892 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1364 - 654 840

Mov Cap-2 Maneuver - - - - 654 -

 Stage 1 - - - - 833 -

 Stage 2 - - - - 883 -

Approach EB WB NB

HCM Control Delay, s 0 0.8 10.4

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 679 - - 1364 -

HCM Lane V/C Ratio 0.021 - - 0.01 -

HCM Control Delay (s) 10.4 - - 7.7 -

HCM Lane LOS B - - A -

HCM 95th %tile Q(veh) 0.1 - - 0 -
HCM 2010 TWSC A.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 0.1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 0 469 3 5 189 0 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 93 93 93 93 93 93 93 93 93

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 504 3 5 203 0 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 203 0 0 508 0 0 721 720 506

 Stage 1 - - - - - - 506 506 -

 Stage 2 - - - - - - 215 214 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1369 - - 1057 - - 343 354 566

 Stage 1 - - - - - - 549 540 -

 Stage 2 - - - - - - 787 725 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1369 - - 1057 - - 341 352 566

Mov Cap-2 Maneuver - - - - - - 341 352 -

 Stage 1 - - - - - - 549 540 -

 Stage 2 - - - - - - 782 721 -

Approach EB WB NB

HCM Control Delay, s 0 0.2 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - 1369 - - 1057 - - 838

HCM Lane V/C Ratio - - - - 0.005 - - 0.001

HCM Control Delay (s) 0 0 - - 8.4 0 - 9.3

HCM Lane LOS A A - - A A - A

HCM 95th %tile Q(veh) - 0 - - 0 - - 0
HCM 2010 TWSC A.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 0 0 1

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 93 93 93

Heavy Vehicles, % 2 2 2

Mvmt Flow 0 0 1

Major/Minor Minor2

Conflicting Flow All 720 722 203

 Stage 1 214 214 -

 Stage 2 506 508 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 343 353 838

 Stage 1 788 725 -

 Stage 2 549 539 -

Platoon blocked, %

Mov Cap-1 Maneuver 342 351 838

Mov Cap-2 Maneuver 342 351 -

 Stage 1 788 721 -

 Stage 2 549 539 -

Approach SB

HCM Control Delay, s 9.3

HCM LOS A

Minor Lane/Major Mvmt
HCM 2010 TWSC A.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 1.5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 5 429 53 25 163 5 7 4 13

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 5 471 58 27 179 5 8 4 14

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 185 0 0 530 0 0 765 752 501

 Stage 1 - - - - - - 512 512 -

 Stage 2 - - - - - - 253 240 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1390 - - 1037 - - 320 339 570

 Stage 1 - - - - - - 545 536 -

 Stage 2 - - - - - - 751 707 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1390 - - 1037 - - 295 328 570

Mov Cap-2 Maneuver - - - - - - 295 328 -

 Stage 1 - - - - - - 542 533 -

 Stage 2 - - - - - - 699 686 -

Approach EB WB NB

HCM Control Delay, s 0.1 1.1 14.4

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 409 1390 - - 1037 - - 466

HCM Lane V/C Ratio 0.064 0.004 - - 0.026 - - 0.083

HCM Control Delay (s) 14.4 7.6 0 - 8.6 0 - 13.4

HCM Lane LOS B A A - A A - B

HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.3
HCM 2010 TWSC A.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 5 12 18

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 91 91 91

Heavy Vehicles, % 2 2 2

Mvmt Flow 5 13 20

Major/Minor Minor2

Conflicting Flow All 758 778 182

 Stage 1 237 237 -

 Stage 2 521 541 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 324 328 861

 Stage 1 766 709 -

 Stage 2 539 521 -

Platoon blocked, %

Mov Cap-1 Maneuver 305 317 861

Mov Cap-2 Maneuver 305 317 -

 Stage 1 762 688 -

 Stage 2 519 518 -

Approach SB

HCM Control Delay, s 13.4

HCM LOS B

Minor Lane/Major Mvmt
HCM 2010 TWSC A.M. Peak Hour

22: NW 2nd Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 7.2

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 76 7 94 96 5 327

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 83 8 102 104 5 355

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 90 0 395 86

 Stage 1 - - - - 86 -

 Stage 2 - - - - 309 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1505 - 610 973

 Stage 1 - - - - 937 -

 Stage 2 - - - - 745 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1505 - 566 973

Mov Cap-2 Maneuver - - - - 566 -

 Stage 1 - - - - 937 -

 Stage 2 - - - - 691 -

Approach EB WB NB

HCM Control Delay, s 0 3.7 11

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 963 - - 1505 -

HCM Lane V/C Ratio 0.375 - - 0.068 -

HCM Control Delay (s) 11 - - 7.6 0

HCM Lane LOS B - - A A

HCM 95th %tile Q(veh) 1.8 - - 0.2 -
HCM 2010 TWSC A.M. Peak Hour

24: NW 2nd Avenue & North Driveway Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 3.1

Movement EBL EBR NBL NBT SBT SBR

Vol, veh/h 68 26 53 264 86 15

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Stop Stop Free Free Free Free

RT Channelized - None - None - None

Storage Length 0 - - - - -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 74 28 58 287 93 16

Major/Minor Minor2 Major1 Major2

Conflicting Flow All 504 102 110 0 - 0

 Stage 1 102 - - - - -

 Stage 2 402 - - - - -

Critical Hdwy 6.42 6.22 4.12 - - -

Critical Hdwy Stg 1 5.42 - - - - -

Critical Hdwy Stg 2 5.42 - - - - -

Follow-up Hdwy 3.518 3.318 2.218 - - -

Pot Cap-1 Maneuver 528 953 1480 - - -

 Stage 1 922 - - - - -

 Stage 2 676 - - - - -

Platoon blocked, % - - -

Mov Cap-1 Maneuver 503 953 1480 - - -

Mov Cap-2 Maneuver 503 - - - - -

 Stage 1 922 - - - - -

 Stage 2 644 - - - - -

Approach EB NB SB

HCM Control Delay, s 12.5 1.3 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR

Capacity (veh/h) 1480 - 579 - -

HCM Lane V/C Ratio 0.039 - 0.176 - -

HCM Control Delay (s) 7.5 0 12.5 - -

HCM Lane LOS A A B - -

HCM 95th %tile Q(veh) 0.1 - 0.6 - -
HCM 2010 TWSC A.M. Peak Hour

26: NW 2nd Avenue & South Driveway Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension AM 04 24 14.sy

Intersection

Int Delay, s/veh 3.2

Movement EBL EBR NBL NBT SBT SBR

Vol, veh/h 46 31 103 271 112 0

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Stop Stop Free Free Free Free

RT Channelized - None - None - None

Storage Length 0 - - - - -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 50 34 112 295 122 0

Major/Minor Minor2 Major1 Major2

Conflicting Flow All 640 122 122 0 - 0

 Stage 1 122 - - - - -

 Stage 2 518 - - - - -

Critical Hdwy 6.42 6.22 4.12 - - -

Critical Hdwy Stg 1 5.42 - - - - -

Critical Hdwy Stg 2 5.42 - - - - -

Follow-up Hdwy 3.518 3.318 2.218 - - -

Pot Cap-1 Maneuver 440 929 1465 - - -

 Stage 1 903 - - - - -

 Stage 2 598 - - - - -

Platoon blocked, % - - -

Mov Cap-1 Maneuver 400 929 1465 - - -

Mov Cap-2 Maneuver 400 - - - - -

 Stage 1 903 - - - - -

 Stage 2 544 - - - - -

Approach EB NB SB

HCM Control Delay, s 13.3 2.1 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR

Capacity (veh/h) 1465 - 519 - -

HCM Lane V/C Ratio 0.076 - 0.161 - -

HCM Control Delay (s) 7.7 0 13.3 - -

HCM Lane LOS A A B - -

HCM 95th %tile Q(veh) 0.2 - 0.6 - -
Timings P.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT

Lane Configurations

Volume (vph) 23 1827 77 1973 137 24 47 10 5

Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA

Protected Phases 6 5 2 4 8

Permitted Phases 6 2 4 4 8

Detector Phase 6 6 5 2 4 4 4 8 8

Switch Phase

Minimum Initial (s) 15.0 15.0 4.0 15.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 26.5 26.5 9.5 26.5 30.0 30.0 30.0 30.0 30.0

Total Split (s) 106.0 106.0 20.0 126.0 34.0 34.0 34.0 34.0 34.0

Total Split (%) 66.3% 66.3% 12.5% 78.8% 21.3% 21.3% 21.3% 21.3% 21.3%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes

Recall Mode C-Min C-Min None C-Min Max Max Max Max Max

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 78 (49%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 75

Control Type: Actuated-Coordinated

Splits and Phases: 1: NW 5th Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary P.M. Peak Hour

1: NW 5th Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 23 1827 31 77 1973 19 137 24 47 10 5 13

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 1900

Adj Flow Rate, veh/h 23 1864 32 79 2013 19 140 24 48 10 5 13

Adj No. of Lanes 1 3 0 1 3 0 1 1 1 0 1 0

Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 187 3379 58 209 3752 35 306 367 312 127 70 141

Arrive On Green 0.66 0.66 0.66 0.05 1.00 1.00 0.20 0.20 0.20 0.20 0.20 0.20

Sat Flow, veh/h 208 5149 88 1774 5195 49 1389 1863 1583 472 355 717

Grp Volume(v), veh/h 23 1227 669 79 1313 719 140 24 48 28 0 0

Grp Sat Flow(s),veh/h/ln 208 1695 1847 1774 1695 1854 1389 1863 1583 1543 0 0

Q Serve(g_s), s 6.1 27.7 27.8 2.0 0.0 0.0 13.0 1.5 3.6 0.0 0.0 0.0

Cycle Q Clear(g_c), s 6.1 27.7 27.8 2.0 0.0 0.0 14.9 1.5 3.6 1.9 0.0 0.0

Prop In Lane 1.00 0.05 1.00 0.03 1.00 1.00 0.36 0.46

Lane Grp Cap(c), veh/h 187 2224 1212 209 2448 1339 306 367 312 338 0 0

V/C Ratio(X) 0.12 0.55 0.55 0.38 0.54 0.54 0.46 0.07 0.15 0.08 0.00 0.00

Avail Cap(c_a), veh/h 197 2396 1305 341 2873 1571 306 367 312 338 0 0

HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00

Uniform Delay (d), s/veh 9.5 13.2 13.2 11.1 0.0 0.0 52.7 46.5 47.3 46.6 0.0 0.0

Incr Delay (d2), s/veh 1.3 1.0 1.8 0.4 0.8 1.5 4.9 0.3 1.0 0.5 0.0 0.0

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 0.4 13.3 14.7 1.0 0.3 0.6 5.4 0.8 1.7 0.9 0.0 0.0

LnGrp Delay(d),s/veh 10.8 14.2 15.0 11.5 0.8 1.5 57.6 46.8 48.3 47.1 0.0 0.0

LnGrp LOS B B B B A A E D D D

Approach Vol, veh/h 1919 2111 212 28

Approach Delay, s/veh 14.4 1.5 54.3 47.1

Approach LOS B A D D

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 126.0 34.0 9.4 116.6 34.0

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 120.5 28.0 14.5 100.5 28.0

Max Q Clear Time (g_c+I1), s 2.0 16.9 4.0 29.8 3.9

Green Ext Time (p_c), s 99.5 0.3 0.0 63.5 0.4

Intersection Summary

HCM 2010 Ctrl Delay 10.2

HCM 2010 LOS B
HCM 2010 TWSC P.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 4.4

Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 16 68 1894 11 0 1994 195 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - - None - - None - - None

Storage Length - 205 - - - - - - - 0

Veh in Median Storage, # - - 0 - - 0 - - 0 -

Grade, % - - 0 - - 0 - - 0 -

Peak Hour Factor 92 91 91 91 91 91 91 91 91 91

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2

Mvmt Flow 17 75 2081 12 0 2191 214 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 1777 2405 0 0 2093 0 0 3148 4677 1047

 Stage 1 - - - - - - - 2272 2272 -

 Stage 2 - - - - - - - 876 2405 -

Critical Hdwy 5.64 5.34 - - 5.34 - - 6.44 6.54 7.14

Critical Hdwy Stg 1 - - - - - - - 7.34 5.54 -

Critical Hdwy Stg 2 - - - - - - - 6.74 5.54 -

Follow-up Hdwy 2.32 3.12 - - 3.12 - - 3.82 4.02 3.92

Pot Cap-1 Maneuver 161 78 - - 112 - - 12 1 193

 Stage 1 - - - - - - - 24 75 -

 Stage 2 - - - - - - - 281 64 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 85 85 - - 112 - - 10 1 193

Mov Cap-2 Maneuver - - - - - - - 10 1 -

 Stage 1 - - - - - - - 24 75 -

 Stage 2 - - - - - - - 242 64 -

Approach EB WB NB

HCM Control Delay, s 8.9 0 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - 85 - - 112 - - 152

HCM Lane V/C Ratio - 1.084 - - - - - 0.137

HCM Control Delay (s) 0 210.1 - - 0 - - 32.4

HCM Lane LOS A F - - A - - D

HCM 95th %tile Q(veh) - 6.3 - - 0 - - 0.5
HCM 2010 TWSC P.M. Peak Hour

2: NW 2nd Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 0 0 19

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - 0

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 91 91 91

Heavy Vehicles, % 2 2 2

Mvmt Flow 0 0 21

Major/Minor Minor2

Conflicting Flow All 3315 4576 1203

 Stage 1 2298 2298 -

 Stage 2 1017 2278 -

Critical Hdwy 6.44 6.54 7.14

Critical Hdwy Stg 1 7.34 5.54 -

Critical Hdwy Stg 2 6.74 5.54 -

Follow-up Hdwy 3.82 4.02 3.92

Pot Cap-1 Maneuver 9 1 152

 Stage 1 23 72 -

 Stage 2 229 74 -

Platoon blocked, %

Mov Cap-1 Maneuver 9 1 152

Mov Cap-2 Maneuver 9 1 -

 Stage 1 23 72 -

 Stage 2 229 74 -

Approach SB

HCM Control Delay, s 32.4

HCM LOS D

Minor Lane/Major Mvmt
Timings P.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR

Lane Configurations

Volume (vph) 85 1658 83 38 1970 122 13 18 16 149

Turn Type Perm NA Perm pm+pt NA Perm NA Perm NA Perm

Protected Phases 6 5 2 4 8

Permitted Phases 6 6 2 4 8 8

Detector Phase 6 6 6 5 2 4 4 8 8 8

Switch Phase

Minimum Initial (s) 7.0 7.0 7.0 4.0 7.0 6.0 6.0 6.0 6.0 6.0

Minimum Split (s) 34.5 34.5 34.5 9.5 34.5 45.0 45.0 49.0 49.0 49.0

Total Split (s) 84.0 84.0 84.0 25.0 109.0 51.0 51.0 51.0 51.0 51.0

Total Split (%) 52.5% 52.5% 52.5% 15.6% 68.1% 31.9% 31.9% 31.9% 31.9% 31.9%

Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.0

Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Total Lost Time (s) 5.5 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.0

Lead/Lag Lag Lag Lag Lead

Lead-Lag Optimize? Yes Yes Yes Yes

Recall Mode C-Max C-Max C-Max None C-Max None None None None None

Intersection Summary

Cycle Length: 160

Actuated Cycle Length: 160

Offset: 51 (32%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green

Natural Cycle: 145

Control Type: Actuated-Coordinated

Splits and Phases: 3: Brickell Avenue/NW 1st Avenue & Broward Boulevard
HCM 2010 Signalized Intersection Summary P.M. Peak Hour

3: Brickell Avenue/NW 1st Avenue & Broward Boulevard Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

Lane Configurations

Volume (veh/h) 85 1658 83 38 1970 9 122 13 70 18 16 149

Number 1 6 16 5 2 12 7 4 14 3 8 18

Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0

Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863

Adj Flow Rate, veh/h 90 1764 88 40 2096 10 130 14 74 19 17 159

Adj No. of Lanes 1 3 1 1 3 0 1 1 0 1 1 1

Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94

Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2

Cap, veh/h 176 3627 1129 272 4063 19 208 35 185 166 253 215

Arrive On Green 1.00 1.00 1.00 0.02 0.78 0.78 0.14 0.14 0.14 0.14 0.14 0.14

Sat Flow, veh/h 193 5085 1583 1774 5224 25 1204 258 1364 1304 1863 1583

Grp Volume(v), veh/h 90 1764 88 40 1360 746 130 0 88 19 17 159

Grp Sat Flow(s),veh/h/ln 193 1695 1583 1774 1695 1858 1204 0 1622 1304 1863 1583

Q Serve(g_s), s 21.2 0.0 0.0 0.8 19.8 19.8 14.1 0.0 6.6 1.8 1.1 12.8

Cycle Q Clear(g_c), s 32.4 0.0 0.0 0.8 19.8 19.8 15.1 0.0 6.6 8.4 1.1 12.8

Prop In Lane 1.00 1.00 1.00 0.01 1.00 0.84 1.00 1.00

Lane Grp Cap(c), veh/h 176 3627 1129 272 2637 1445 208 0 220 166 253 215

V/C Ratio(X) 0.51 0.49 0.08 0.15 0.52 0.52 0.63 0.00 0.40 0.11 0.07 0.74

Avail Cap(c_a), veh/h 176 3627 1129 491 2637 1445 452 0 549 430 630 535

HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00

Uniform Delay (d), s/veh 1.9 0.0 0.0 4.2 5.5 5.5 56.7 0.0 52.5 56.4 50.2 55.2

Incr Delay (d2), s/veh 10.3 0.5 0.1 0.1 0.7 1.3 1.2 0.0 0.4 0.1 0.0 1.9

Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

%ile BackOfQ(50%),veh/ln 1.5 0.2 0.0 0.4 9.3 10.5 4.8 0.0 3.0 0.7 0.6 5.7

LnGrp Delay(d),s/veh 12.2 0.5 0.1 4.3 6.2 6.8 57.9 0.0 53.0 56.5 50.2 57.1

LnGrp LOS B A A A A A E D E D E

Approach Vol, veh/h 1942 2146 218 195

Approach Delay, s/veh 1.0 6.4 55.9 56.5

Approach LOS A A E E

Timer 1 2 3 4 5 6 7 8

Assigned Phs 2 4 5 6 8

Phs Duration (G+Y+Rc), s 135.9 24.1 8.6 127.3 24.1

Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0

Max Green Setting (Gmax), s 103.5 45.0 19.5 78.5 45.0

Max Q Clear Time (g_c+I1), s 21.8 17.1 2.8 34.4 14.8

Green Ext Time (p_c), s 14.6 1.0 0.0 13.8 1.0

Intersection Summary

HCM 2010 Ctrl Delay 8.6

HCM 2010 LOS A
HCM 2010 TWSC P.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 2

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 2 95 12 17 426 21 16 23 15

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 75 75 75 75 75 75 75 75 75

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 3 127 16 23 568 28 21 31 20

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 596 0 0 143 0 0 773 781 135

 Stage 1 - - - - - - 140 140 -

 Stage 2 - - - - - - 633 641 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 980 - - 1440 - - 316 326 914

 Stage 1 - - - - - - 863 781 -

 Stage 2 - - - - - - 468 469 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 980 - - 1440 - - 302 317 914

Mov Cap-2 Maneuver - - - - - - 302 317 -

 Stage 1 - - - - - - 860 779 -

 Stage 2 - - - - - - 447 458 -

Approach EB WB NB

HCM Control Delay, s 0.2 0.3 16.7

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 380 980 - - 1440 - - 317

HCM Lane V/C Ratio 0.189 0.003 - - 0.016 - - 0.055

HCM Control Delay (s) 16.7 8.7 0 - 7.5 0 - 17

HCM Lane LOS C A A - A A - C

HCM 95th %tile Q(veh) 0.7 0 - - 0 - - 0.2
HCM 2010 TWSC P.M. Peak Hour

4: NW 5th Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 5 6 2

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 75 75 75

Heavy Vehicles, % 2 2 2

Mvmt Flow 7 8 3

Major/Minor Minor2

Conflicting Flow All 792 775 582

 Stage 1 627 627 -

 Stage 2 165 148 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 307 329 513

 Stage 1 471 476 -

 Stage 2 837 775 -

Platoon blocked, %

Mov Cap-1 Maneuver 272 320 513

Mov Cap-2 Maneuver 272 320 -

 Stage 1 470 465 -

 Stage 2 784 773 -

Approach SB

HCM Control Delay, s 17

HCM LOS C

Minor Lane/Major Mvmt
HCM 2010 AWSC P.M. Peak Hour

5: NW 2nd Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Intersection Delay, s/veh 12.4

Intersection LOS B

Movement EBU EBL EBR NBU NBL NBT SBU SBT SBR

Vol, veh/h 0 146 0 0 129 144 0 5 346

Peak Hour Factor 0.92 0.79 0.79 0.92 0.79 0.79 0.92 0.79 0.79

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 185 0 0 163 182 0 6 438

Number of Lanes 0 1 0 0 0 1 0 1 0

Approach EB NB SB

Opposing Approach SB NB

Opposing Lanes 0 1 1

Conflicting Approach Left SB EB

Conflicting Lanes Left 1 1 0

Conflicting Approach Right NB EB

Conflicting Lanes Right 1 0 1

HCM Control Delay 11.5 12.9 12.3

HCM LOS B B B

Lane NBLn1 EBLn1 SBLn1

Vol Left, % 47% 100% 0%

Vol Thru, % 53% 0% 1%

Vol Right, % 0% 0% 99%

Sign Control Stop Stop Stop

Traffic Vol by Lane 273 146 351

LT Vol 144 0 5

Through Vol 0 0 346

RT Vol 129 146 0

Lane Flow Rate 346 185 444

Geometry Grp 1 1 1

Degree of Util (X) 0.484 0.305 0.533

Departure Headway (Hd) 5.145 5.948 4.315

Convergence, Y/N Yes Yes Yes

Cap 705 608 822

Service Time 3.145 3.948 2.404

HCM Lane V/C Ratio 0.491 0.304 0.54

HCM Control Delay 12.9 11.5 12.3

HCM Lane LOS B B B

HCM 95th-tile Q 2.7 1.3 3.2
HCM 2010 TWSC P.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 5

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 3 12 4 106 0 3 0 53 58

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Stop Stop Stop Stop Stop Stop Free Free Free

RT Channelized - - None - - None - - None

Storage Length - - 130 85 - - 155 - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 77 77 77 77 77 77 77 77 77

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 4 16 5 138 0 4 0 69 75

Major/Minor Minor2 Minor1 Major1

Conflicting Flow All 178 214 49 184 176 106 49 0 0

 Stage 1 70 70 - 106 106 - - - -

 Stage 2 108 144 - 78 70 - - - -

Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - -

Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - -

Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - -

Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - -

Pot Cap-1 Maneuver 784 684 1020 777 717 948 1558 - -

 Stage 1 940 837 - 900 807 - - - -

 Stage 2 897 778 - 931 837 - - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 777 679 1020 755 712 948 1558 - -

Mov Cap-2 Maneuver 777 679 - 755 712 - - - -

 Stage 1 940 831 - 900 807 - - - -

 Stage 2 893 778 - 903 831 - - - -

Approach EB WB NB

HCM Control Delay, s 9.9 10.7 0

HCM LOS A B

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR

Capacity (veh/h) 1558 - - 697 1020 755 948 1438 - -

HCM Lane V/C Ratio - - - 0.028 0.005 0.182 0.004 0.007 - -

HCM Control Delay (s) 0 - - 10.3 8.5 10.8 8.8 7.5 - -

HCM Lane LOS A - - B A B A A - -

HCM 95th %tile Q(veh) 0 - - 0.1 0 0.7 0 0 - -
HCM 2010 TWSC P.M. Peak Hour

7: NW 1st Avenue & NW 2nd Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 8 38 0

Conflicting Peds, #/hr 0 0 0

Sign Control Free Free Free

RT Channelized - - None

Storage Length 175 - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 77 77 77

Heavy Vehicles, % 2 2 2

Mvmt Flow 10 49 0

Major/Minor Major2

Conflicting Flow All 144 0 0

 Stage 1 - - -

 Stage 2 - - -

Critical Hdwy 4.12 - -

Critical Hdwy Stg 1 - - -

Critical Hdwy Stg 2 - - -

Follow-up Hdwy 2.218 - -

Pot Cap-1 Maneuver 1438 - -

 Stage 1 - - -

 Stage 2 - - -

Platoon blocked, % - -

Mov Cap-1 Maneuver 1438 - -

Mov Cap-2 Maneuver - - -

 Stage 1 - - -

 Stage 2 - - -

Approach SB

HCM Control Delay, s 1.3

HCM LOS

Minor Lane/Major Mvmt
HCM 2010 TWSC P.M. Peak Hour

8: NW 5th Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 1.6

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 74 5 8 288 43 4

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - 105 - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 68 68 68 68 68 68

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 109 7 12 424 63 6

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 116 0 560 113

 Stage 1 - - - - 113 -

 Stage 2 - - - - 447 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1473 - 489 940

 Stage 1 - - - - 912 -

 Stage 2 - - - - 644 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1473 - 485 940

Mov Cap-2 Maneuver - - - - 485 -

 Stage 1 - - - - 912 -

 Stage 2 - - - - 639 -

Approach EB WB NB

HCM Control Delay, s 0 0.2 13.2

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 506 - - 1473 -

HCM Lane V/C Ratio 0.137 - - 0.008 -

HCM Control Delay (s) 13.2 - - 7.5 -

HCM Lane LOS B - - A -

HCM 95th %tile Q(veh) 0.5 - - 0 -
HCM 2010 TWSC P.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 0.1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 0 290 0 2 545 0 0 0 0

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 81 81 81 81 81 81 81 81 81

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 0 358 0 2 673 0 0 0 0

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 673 0 0 358 0 0 1037 1036 358

 Stage 1 - - - - - - 358 358 -

 Stage 2 - - - - - - 679 678 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 918 - - 1201 - - 209 232 686

 Stage 1 - - - - - - 660 628 -

 Stage 2 - - - - - - 441 452 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 918 - - 1201 - - 207 231 686

Mov Cap-2 Maneuver - - - - - - 207 231 -

 Stage 1 - - - - - - 660 628 -

 Stage 2 - - - - - - 437 451 -

Approach EB WB NB

HCM Control Delay, s 0 0 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) - 918 - - 1201 - - 268

HCM Lane V/C Ratio - - - - 0.002 - - 0.023

HCM Control Delay (s) 0 0 - - 8 0 - 18.7

HCM Lane LOS A A - - A A - C

HCM 95th %tile Q(veh) - 0 - - 0 - - 0.1
HCM 2010 TWSC P.M. Peak Hour

9: NW Flagler Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 3 0 2

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 81 81 81

Heavy Vehicles, % 2 2 2

Mvmt Flow 4 0 2

Major/Minor Minor2

Conflicting Flow All 1036 1036 673

 Stage 1 678 678 -

 Stage 2 358 358 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 210 232 455

 Stage 1 442 452 -

 Stage 2 660 628 -

Platoon blocked, %

Mov Cap-1 Maneuver 210 231 455

Mov Cap-2 Maneuver 210 231 -

 Stage 1 442 451 -

 Stage 2 660 628 -

Approach SB

HCM Control Delay, s 18.7

HCM LOS C

Minor Lane/Major Mvmt
HCM 2010 TWSC P.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 2.8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR

Vol, veh/h 4 263 37 1 322 12 36 18 52

Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0

Sign Control Free Free Free Free Free Free Stop Stop Stop

RT Channelized - - None - - None - - None

Storage Length - - - - - - - - -

Veh in Median Storage, # - 0 - - 0 - - 0 -

Grade, % - 0 - - 0 - - 0 -

Peak Hour Factor 88 88 88 88 88 88 88 88 88

Heavy Vehicles, % 2 2 2 2 2 2 2 2 2

Mvmt Flow 5 299 42 1 366 14 41 20 59

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 380 0 0 341 0 0 714 711 320

 Stage 1 - - - - - - 329 329 -

 Stage 2 - - - - - - 385 382 -

Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22

Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -

Critical Hdwy Stg 2 - - - - - - 6.12 5.52 -

Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318

Pot Cap-1 Maneuver 1178 - - 1218 - - 346 358 721

 Stage 1 - - - - - - 684 646 -

 Stage 2 - - - - - - 638 613 -

Platoon blocked, % - - - -

Mov Cap-1 Maneuver 1178 - - 1218 - - 335 356 721

Mov Cap-2 Maneuver - - - - - - 335 356 -

 Stage 1 - - - - - - 681 643 -

 Stage 2 - - - - - - 619 612 -

Approach EB WB NB

HCM Control Delay, s 0.1 0 15.5

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1

Capacity (veh/h) 461 1178 - - 1218 - - 415

HCM Lane V/C Ratio 0.261 0.004 - - 0.001 - - 0.088

HCM Control Delay (s) 15.5 8.1 0 - 8 0 - 14.5

HCM Lane LOS C A A - A A - B

HCM 95th %tile Q(veh) 1 0 - - 0 - - 0.3
HCM 2010 TWSC P.M. Peak Hour

10: NW 1st Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh

Movement SBL SBT SBR

Vol, veh/h 15 0 17

Conflicting Peds, #/hr 0 0 0

Sign Control Stop Stop Stop

RT Channelized - - None

Storage Length - - -

Veh in Median Storage, # - 0 -

Grade, % - 0 -

Peak Hour Factor 88 88 88

Heavy Vehicles, % 2 2 2

Mvmt Flow 17 0 19

Major/Minor Minor2

Conflicting Flow All 744 725 373

 Stage 1 375 375 -

 Stage 2 369 350 -

Critical Hdwy 7.12 6.52 6.22

Critical Hdwy Stg 1 6.12 5.52 -

Critical Hdwy Stg 2 6.12 5.52 -

Follow-up Hdwy 3.518 4.018 3.318

Pot Cap-1 Maneuver 331 352 673

 Stage 1 646 617 -

 Stage 2 651 633 -

Platoon blocked, %

Mov Cap-1 Maneuver 289 350 673

Mov Cap-2 Maneuver 289 350 -

 Stage 1 643 616 -

 Stage 2 576 630 -

Approach SB

HCM Control Delay, s 14.5

HCM LOS B

Minor Lane/Major Mvmt
HCM 2010 TWSC P.M. Peak Hour

22: NW 2nd Avenue & NW 4th Street Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 5.5

Movement EBT EBR WBL WBT NBL NBR

Vol, veh/h 151 3 283 274 12 213

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Free Free Free Free Stop Stop

RT Channelized - None - None - None

Storage Length - - - - 0 -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 164 3 308 298 13 232

Major/Minor Major1 Major2 Minor1

Conflicting Flow All 0 0 167 0 1079 166

 Stage 1 - - - - 166 -

 Stage 2 - - - - 913 -

Critical Hdwy - - 4.12 - 6.42 6.22

Critical Hdwy Stg 1 - - - - 5.42 -

Critical Hdwy Stg 2 - - - - 5.42 -

Follow-up Hdwy - - 2.218 - 3.518 3.318

Pot Cap-1 Maneuver - - 1411 - 242 878

 Stage 1 - - - - 863 -

 Stage 2 - - - - 391 -

Platoon blocked, % - - -

Mov Cap-1 Maneuver - - 1411 - 179 878

Mov Cap-2 Maneuver - - - - 179 -

 Stage 1 - - - - 863 -

 Stage 2 - - - - 289 -

Approach EB WB NB

HCM Control Delay, s 0 4.2 12.4

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT

Capacity (veh/h) 727 - - 1411 -

HCM Lane V/C Ratio 0.336 - - 0.218 -

HCM Control Delay (s) 12.4 - - 8.3 0

HCM Lane LOS B - - A A

HCM 95th %tile Q(veh) 1.5 - - 0.8 -
HCM 2010 TWSC P.M. Peak Hour

24: NW 2nd Avenue & North Driveway Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 2.6

Movement EBL EBR NBL NBT SBT SBR

Vol, veh/h 60 27 46 165 264 22

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Stop Stop Free Free Free Free

RT Channelized - None - None - None

Storage Length 0 - - - - -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 65 29 50 179 287 24

Major/Minor Minor2 Major1 Major2

Conflicting Flow All 578 299 311 0 - 0

 Stage 1 299 - - - - -

 Stage 2 279 - - - - -

Critical Hdwy 6.42 6.22 4.12 - - -

Critical Hdwy Stg 1 5.42 - - - - -

Critical Hdwy Stg 2 5.42 - - - - -

Follow-up Hdwy 3.518 3.318 2.218 - - -

Pot Cap-1 Maneuver 478 741 1249 - - -

 Stage 1 752 - - - - -

 Stage 2 768 - - - - -

Platoon blocked, % - - -

Mov Cap-1 Maneuver 457 741 1249 - - -

Mov Cap-2 Maneuver 457 - - - - -

 Stage 1 752 - - - - -

 Stage 2 734 - - - - -

Approach EB NB SB

HCM Control Delay, s 13.5 1.7 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR

Capacity (veh/h) 1249 - 519 - -

HCM Lane V/C Ratio 0.04 - 0.182 - -

HCM Control Delay (s) 8 0 13.5 - -

HCM Lane LOS A A B - -

HCM 95th %tile Q(veh) 0.1 - 0.7 - -
HCM 2010 TWSC P.M. Peak Hour

27: NW 2nd Avenue & South Driveway Future Total Conditions with NW 2nd St Closure and NW 2nd Ave Ext

K:\FTL_TPTO\043537000-FECI\Fort Lauderdale\calcs\synchro\Future Total with NW 2nd Street Closure and NW 2nd Avenue Extension PM 04 24 14.sy

Intersection

Int Delay, s/veh 2.9

Movement EBL EBR NBL NBT SBT SBR

Vol, veh/h 24 60 103 187 291 0

Conflicting Peds, #/hr 0 0 0 0 0 0

Sign Control Stop Stop Free Free Free Free

RT Channelized - None - None - None

Storage Length 0 - - - - -

Veh in Median Storage, # 0 - - 0 0 -

Grade, % 0 - - 0 0 -

Peak Hour Factor 92 92 92 92 92 92

Heavy Vehicles, % 2 2 2 2 2 2

Mvmt Flow 26 65 112 203 316 0

Major/Minor Minor2 Major1 Major2

Conflicting Flow All 743 316 316 0 - 0

 Stage 1 316 - - - - -

 Stage 2 427 - - - - -

Critical Hdwy 6.42 6.22 4.12 - - -

Critical Hdwy Stg 1 5.42 - - - - -

Critical Hdwy Stg 2 5.42 - - - - -

Follow-up Hdwy 3.518 3.318 2.218 - - -

Pot Cap-1 Maneuver 383 724 1244 - - -

 Stage 1 739 - - - - -

 Stage 2 658 - - - - -

Platoon blocked, % - - -

Mov Cap-1 Maneuver 344 724 1244 - - -

Mov Cap-2 Maneuver 344 - - - - -

 Stage 1 739 - - - - -

 Stage 2 592 - - - - -

Approach EB NB SB

HCM Control Delay, s 12.8 2.9 0

HCM LOS B

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR

Capacity (veh/h) 1244 - 550 - -

HCM Lane V/C Ratio 0.09 - 0.166 - -

HCM Control Delay (s) 8.2 0 12.8 - -

HCM Lane LOS A A B - -

HCM 95th %tile Q(veh) 0.3 - 0.6 - -