I-275 AT FLORIBRASKA AVENUE Interchange Operational ...€¦ · roadway separated by a two-way left...

I-275 AT FLORIBRASKA AVENUE

Interchange Operational Analysis Report

Hillsborough County

March 2017

I-275 SB Ramp at Floribraska Avenue i Intersection Alternatives Evaluation

Table of Contents INTRODUCTION ...................................................................................................................... 1-1 SAFETY ISSUES ........................................................................................................................ 2-1 CRASH DATA SUMMARY......................................................................................................... 3-1 TRAFFIC VOLUMES ................................................................................................................. 4-1 TRAFFIC ANALYSIS .................................................................................................................. 5-1 COST ESTIMATE ...................................................................................................................... 6-1

SECTION 7 FUNDING PLAN………………………………………………………………………………………………………………….7-1 SECTION 8 CONCLUSION…………………………………………………………………………………………………………………….8-1

Appendices

Appendix A Traffic Volume Seasonal Adjustment Appendix B Traffic Counts from Signal Warrant Study Appendix C Traffic Counts from Downtown Interchange Reevaluation Appendix D HCS Reports 1 (study intersection with the southbound ramp traffic volumes) Appendix E HCS Reports 2 (study intersection without the southbound ramp traffic volumes) Appendix F HCS Reports 3 (Floribraska Ave at Taliaferro with the southbound ramp traffic volumes) Appendix G HCS Reports 4 (Floribraska Ave at Taliaferro without the southbound ramp traffic volumes) Appendix H Queue Analysis Appendix I Cost Estimates Appendix J Traffic Signal Warrant Study

List of Tables and Figures

Tables

Table 3-1 Crash Data .............................................................................................................................. 3-1

Table 5-1 Existing Conditions AM/PM Intersection Level of Service Summary ..................................... 5-1

Table 5-2 Alternative 1 AM/PM Intersection Level of Service Summary .............................................. 5-2



Table 6-1 Cost Estimates for Alternatives .............................................................................................. 6-1

Figures

Figure 1-1 Project Location Map ............................................................................................................. 1-1

Figure 2-1 Vehicles stopped past the stop bar ........................................................................................ 2-1

Figure 2-2 Two vehicles stopped past the stop bar ................................................................................. 2-1

Figure 2-3 On Floribraska Avenue heading west ..................................................................................... 2-2

Figure 4-1 Existing Year 2015 AM & PM Peak Hour Traffic Volumes ...................................................... 4-2

Figure 4-2 Existing Year 2015 AM & PM Peak Hour Traffic Volumes Without Southbound Ramp

Volumes .................................................................................................................................. 4-3

Figure 5-1 Alternative 1 Lane Geometry ................................................................................................. 5-3



Figure 6-1 Alternative 1 Conceptual Layout ............................................................................................ 6-2



I-275 SB Ramp at Floribraska Avenue 1-1 Interchange Operational Analysis Report

INTRODUCTION

The purpose of this study is to analyze potential intersection alternatives for the I-275 (SR 93)

and Floribraska Avenue Southbound off ramp intersection at Elmore Avenue in order to improve

safety. See the project location map (Figure 1-1) below for the study intersection. This report

provides documentation for three potential alternatives to help improve the safety of the

intersection:

• Removing one of the westbound travel lanes

• Road diet (removing a lane from the eastbound and westbound travel direction)

• Installing a traffic signal.

Figure 1-1 Project Location Map

N N


Floribraska Avenue is currently exit 46A off of Interstate 275 (southbound), the southbound ramp

terminates at Floribraska Avenue to the south of Adalee Street (see Figure 1-2). While Elmore

Avenue and Floribraska Avenue are both within the City of Tampa’s jurisdiction, the intersection

of Floribraska Avenue and Elmore Avenue is within Florida Department of Transportation (FDOT)

Limited Access jurisdiction due to the interchange with I-275.

Figure 1-2 I-275 SB Ramp/Elmore Avenue at Floribraska Avenue

One of the greatest safety concerns at the study intersection is the lack of suitable sight distance.

During field observation of the intersection, most vehicles encroached past the stop bar on the

north side of the southbound ramp intersection. The sight distance is obstructed by one of the

Interstate overpass piers. In order to see oncoming westbound vehicles on Floribraska Avenue,

vehicles need to drive past the stop bar, into the intersection to gain an unimpeded view of

oncoming traffic. See Figure 1-3 for view from Elmore Avenue looking east along Floribraska

Avenue under the I-275 overpass.


Figure 1-3 Elmore Avenue at Floribraska Avenue looking southeast

A Signal Warrant Study completed in October 2015 concluded that a signal is warranted at the

intersection. Based on the Federal Highway Administration’s Manual on Uniform Traffic Control

Devices, the signal warrant was met based on warrant 1A (eight-hour vehicular volume) and

warrant 7 (crash experience). The Signal Warrant Study is provided in Appendix J.

In 2014 a FDOT project feasibility review was completed for Floribraska Avenue between Tampa

Street and Nebraska Avenue. The city of Tampa sponsored this assessment of the proposed

reconfiguration of Floribraska Avenue from the existing 4-lane undivided roadway to a 2-lane

roadway separated by a two-way left turn center lane, with bicycle lanes on both sides. A

provision including a raised pedestrian refuge island within the proposed two-way left turn

median was also considered. The review concluded that the project was feasible and

constructible as proposed in the document.

The Downtown Interchange Reevaluation project (I-275 @ I-4, I-275 from Rome Avenue to MLK;

I-4 from I-275 to Connector, FPID 433821-1-22-01) that is currently in progress has the I-275

southbound ramp at Floribraska Avenue as a planned closure. To properly evaluate the

intersection improvement alternatives, traffic analysis was performed both with and without the

southbound ramp traffic volumes.


SAFETY ISSUES

The major safety issue of this intersection is the sight distance obstruction at the I-275 south

bound off ramp/Elmore Avenue at Floribraska Avenue. Traffic entering the Elmore Avenue and

Floribraska Avenue intersection from Elmore Avenue traveling south has their vision obstructed

by an overpass pier. This obstruction leads to traffic stopping ahead of the stop bar and into the

intersection in order to see past the structural pile (both vehicles in Figure 2-1 have stopped well

past the stop bar in order to see whether there is any oncoming westbound traffic on Floribraska

Avenue). This behavior causes a dangerous interaction between those trying to gain a safe

vantage point and drivers on Floribraska Avenue heading westbound in the outside lane. In Figure

2-2 both vehicles have moved ahead of the stop bar.

Figure 2-1 Vehicles stopped past the stop bar

Figure 2-2 Two vehicles stopped past the stop bar


Traffic on Floribraska Avenue navigates under a long overpass creating a dark road condition and

cannot clearly see that there is an intersection (Elmore Avenue) until almost clearing the bridge

unless a vehicle has pulled past the stop bar. (Figure 2-3) The lack of lighting was identified as a

major safety issue in a recent report completed by FDOT titled “Floribraska Avenue at I-275 Off-

Ramp Intersection and Lighting Study” FPID 254606-1-32-14. FDOT is currently working to resolve

the dark road condition under the overpass.

Figure 2-3 On Floribraska Avenue heading west


CRASH DATA SUMMARY

Crash data was gathered using the FDOT Crash Database Management System that compiles

crash information from long-form crash reports generated by law enforcement. The results of

the crash analysis are summarized in Table 3-1 below. As displayed in the table a large majority

of the crashes at the southbound ramp intersection are angle crashes. Over 60 percent of the

angle crashes between 2009 and 2013 were caused by vehicles pulling out of Elmore Avenue

(southbound) in front of westbound traffic on Floribraska Avenue. The southbound ramp

/westbound (Floribraska Avenue) traffic interaction is the predominant cause of the angle

crashes. The southbound ramp intersection had an average of 1.979 crashes per million vehicles

over five years which is higher than the 1.337 crashes per million vehicles that is the Florida

Average Crash Rate for a 3-leg Ramp. When comparing to 2014 alone, the southbound ramp

intersection had an average of 3.738 crashes per million vehicles compared to the 1.618 crashes

per million statewide average for a 3-leg ramp. Based on the crash analysis, a safety related

improvement is necessary for the intersection to reduce the number of crashes.

Table 3-1 Crash Data

Crash Type 2010 2011 2012 2013 2014 Totals

Sideswipe, same direction

Hit Fixed Object

Angle 6 5 6 8 17 42

Angle U-Turn 1 1

Left-Turn-Wrong Way 1 1

Rear End 1 1

Total 7 6 7 8 17 45Source: Traffic Signal Warrant Study for I-275 (SR 93) at Floribraska Avenue southbound off ramp (10/20/2015)


TRAFFIC VOLUMES

AM and PM peak hour turning movement counts for the Floribraska Avenue and Elmore Avenue

intersection were conducted on September 9, 2015 as part of the Traffic Signal Warrant Study.

These counts were used for the existing conditions which includes the I-275 southbound ramp at

Floribraska Avenue. For traffic volumes without the I-275 southbound ramp and for the

Floribraska Avenue and Taliaferro Avenue intersection, the traffic count conducted on June 3,

2014 for the Downtown Interchange Reevaluation project (I-275 @ I-4, I-275 from Rome Avenue

to MLK; I-4 from I-275 to Connector, FPID 433821-1-22-01) was utilized. Seasonal adjustment

factor (SF) was applied to all turning movement counts to normalize traffic over the entire

year. This adjustment factor has been included in Appendix A.

The traffic volumes for the Floribraska Avenue and Taliaferro Avenue intersection were combined

and balanced with the traffic counts from the Floribraska Avenue and Elmore Avenue intersection

to get a more up to date picture of the traffic volumes.

The September 9, 2015 counts are included in Appendix B and the June 3, 2014 counts are

included in Appendix C. The Peak Hour Volumes are included in Figures 4-1 and 4-2.


TRAFFIC ANALYSIS

An intersection analysis with existing year 2015 AM and PM peak hour volumes both including

the I-275 southbound ramp volumes and without were conducted using Highway Capacity

Software (HCS) 2010 for the existing conditions and for the three proposed alternatives.

• Alternative 1: Removing one of the westbound lanes on Floribraska Avenue from Elmore

Avenue to Taliaferro Avenue by striping through the existing travel lane. East of Taliaferro

Avenue the right lane on westbound Floribraska Avenue would terminate at the I-275

northbound ramp and would be added back as a protected right turn from Elmore Avenue

(Figure 5-1).

• Alternative 2: A complete road diet, striping through one travel lane for both westbound

and eastbound Floribraska Avenue from Elmore Avenue to Taliaferro Avenue. East of

Taliaferro Avenue the right lane on westbound Floribraska Avenue would terminate at

the I-275 northbound ramp and would be added back as a protected right turn from

Elmore Avenue. The eastbound lane would terminate as a right turn onto Elmore Avenue

and would pick back up as a protected right turn from Taliaferro Avenue (Figure 5-2).

• Alternative 3: A traffic signal would be added at the Elmore Avenue/I-275 southbound

ramp and Floribraska Avenue intersection. The existing lane geometry would remain the

same (Figure 5-3).

The HCS report worksheets for existing year 2015 traffic volumes both with and without the I-

275 southbound ramp volumes are included in Appendices D through G. Tables 5-1 through 5-4

summarize the resulting existing year 2015 level of service (LOS) for the AM and PM peak hour

analysis for the existing lane geometry and three proposed alternatives.

Table 5-1 Existing Conditions AM/PM Intersection Level of Service Summary

Existing Year 2015 (w/ I-275 SB Ramp Volumes)

Existing Year 2015 (w/o I-275SB Ramp Volumes)

Intersection Approach Average Delay

(seconds/vehicles) LOS

Average Delay (seconds/vehicles)

LOS

I-275 SB/Elmore Avenue at

Floribraska Avenue

EB1 - - - -

WB 0.2/0.2 A/A 0.2/0.2 A/A

NB 9.1/10.2 A/B 9.1/10.1 A/B

SB 19.2/18.6 C/C 12.3/12.7 B/B

I-275 NB/Taliaferro Avenue at

Floribraska Avenue

EB 3.0/4.2 A/A 4.8/5.3 A/A

WB 0.0/0.0 A/A 0.0/0.0 A/A

NB 26.8/59.0 D/F 20.3/39.1 C/E1 No delay because eastbound movements do not have any impedance or conflicting movements


Table 5-2 Alternative 1 AM/PM Intersection Level of Service Summary


Existing Year 2015 (w/o I-275 SB Ramp Volumes)




LOS


Floribraska Avenue

EB1 - - - -

WB 0.2/0.2 A/A 0.2/0.2 A/A

NB 9.1/10.3 A/B 9.1/10.2 A/B

SB 20.2/18.9 C/C 12.8/12.8 B/B


Floribraska Avenue

EB 3.0/4.2 A/B 4.8/5.3 A/A

WB 0.0/0.0 A/A 0.0/0.0 A/A

NB 24.7/51.5 C/F 18.8/34.5 C/D1 No delay because eastbound movements do not have any impedance or conflicting movements



Existing Year 2015 (w/o I-275 SB Ramp Volumes)




LOS


Floribraska Avenue

EB1 - - - -

WB 0.2/0.2 A/A 0.2/0.2 A/A

NB 9.8/11.9 A/B 9.8/11.8 A/B

SB 25.1/34.3 D/D 13.6/15.4 B/C


Floribraska Avenue

EB 3.9/6.2 A/A 5.4/6.7 A/A

WB 0.0/0.0 A/A 0.0/0.0 A/A

NB 23.9/47.2 C/E 18.3/32.3 C/D1 No delay because eastbound movements do not have any impedance or conflicting movements


Existing Year 2015 with I-275 SB Ramp Volumes

Existing Year 2015 without I-275 SB Ramp Volumes




LOS


Floribraska Avenue

EB 16.9/17.3 B/B 7.9/8.1 A/A

WB 18.4/17.3 B/B 8.6/8.1 A/A

NB 14.9/14.9 B/B 25.9/25.8 C/C

SB 18.9/18.1 B/B 25.6/25.8 C/C


Floribraska Avenue

EB 3.0/4.2 A/A 4.8/5.3 A/A

WB 0.0/0.0 A/A 0.0/0.0 A/A

NB 26.8/59.0 D/F 20.3/39.1 C/E

A queue analysis was performed. For all the alternatives in both AM and PM peak hours, the longest

queue was 135 feet. From the stop bar to the painted gore merging Elmore Avenue and the I-275

southbound off ramp is 230 feet. The queue lengths are reported in Appendix H.


COST ESTIMATE

The cost estimates for all three proposed alternatives are included in Appendix I and are provided

in Table 6-1 below. These cost estimates were determined based on FDOT cost tables.

Construction cost unit prices are based on FDOT Long Range Estimates (LRE). In Figures 6-1 and

6-2 all three of the proposed alternative intersection alignments are displayed.

Table 6-1 Cost Estimates for Alternatives

Alternative Cost Estimate

Alternative 1: Remove one westbound lane $24,900

Alternative 2: Complete road diet, one lane both directions $46,800

Alternative 3: Adding a signal at Floribraska Avenue and Elmore Avenue $250,500

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Figure 6-1

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Figure 6-2

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Figure 6-3


FUNDIGN PLAN

District Seven Traffic Operations has acquired funding and has a contractor on hold to install the traffic

signal.


CONCLUSION

The traffic analysis results shows the best level of service for the southbound off ramp movement

for Alterative 3 (traffic signal). The City of Tampa is planning on a complete street project for

Floribraska Avenue that will reduce the number of through lanes from four to two. In addition,

the Downtown Tampa Interchange project will close the I-275/Floribraska Avenue ramps. Due

to the traffic analysis, safety need, funding availability and future plans, a temporary traffic signal

is recommended. The traffic signal will be removed when the Floribraska Avenue Complete

Street project and/or the closure of the I-275 ramps to Floribraska Avenue takes place.

APPENDICES

APPENDIX A Traffic Volume

Seasonal Adjustment

Time Intervals Left Thru Right Total Left Thru Right Total Total N/S Left Thru Right Total Left Thru Right Total Total W/E INT Total7:15-7:30 AM 0 0 10 10 54 4 40 98 108 0 43 0 43 0 100 0 100 143 2517:30-7:45 AM 0 0 11 11 58 6 45 109 120 0 60 0 60 3 92 0 95 155 2757:45-8:00 AM 0 0 9 9 45 10 33 88 97 0 78 1 79 2 100 0 102 181 2788:00-8:15 AM 0 0 2 2 49 13 40 102 104 0 50 0 50 3 69 0 72 122 226Total Volume 0 0 32 32 206 33 158 397 429 0 231 1 232 8 361 0 369 601 1030

Percent Trucks 0.0% 2.0% 4.3% 2.4%PHF 0.93

*Based on existing traffic counts from Traffic Signal Warrant Study 10/2015


Percent Trucks* 0.0% 2.0% 4.3% 2.4%PHF 0.93


Notes:

1.03

9/9/2015I-275 SB Off Ramp at Floribraska Avenue

Seasonal Factor (SF) from FTI 2014 DVD =

WBNB SB EB

Appendix J

2015 AM Peak Hour Volumes by Approach

EB

2015 AM Peak Hour Volumes by Approach --- Adjusted by Seasonal Factor

WBSBNBI-275 SB Off Ramp at Floribraska Avenue

9/9/2015

Time Intervals Left Thru Right Total Left Thru Right Total Total N/S Left Thru Right Total Left Thru Right Total Total W/E INT Total5:00-5:15 PM 0 0 5 5 35 2 21 58 63 0 140 0 140 1 72 0 73 213 2765:15-5:30 PM 1 0 9 10 52 4 19 75 85 0 115 0 115 1 58 0 59 174 2595:30-5:45 PM 0 0 12 12 45 5 24 74 86 0 116 0 116 0 75 0 75 191 2775:45-6:00 PM 0 0 7 7 69 4 31 104 111 0 101 0 101 3 58 0 61 162 273Total Volume 1 0 33 34 201 15 95 311 345 0 472 0 472 5 263 0 268 740 1085






Notes:

1.03Seasonal Factor (SF) from FTI 2014 DVD =

2015 PM Peak Hour Volumes by Approach --- Adjusted by Seasonal Factor


NB SB EB WB

Appendix J

2015 PM Peak Hour Volumes by Approach


NB SB EB WB



Counts provided by FDOT as a part of the Reevaluation of the Tampa Interstate Study (I-275 at I-4), WPI Segment No: 433821-1



Counts provided by FDOT as a part of the Reevaluation of the Tampa Interstate Study (I-275 at I-4), WPI Segment No: 433821-1

Notes:1.01

PHF of 0.95 will be used as the count is missing for the eastbound thru movement

6/3/2014I-275 NB On Ramp at Floribraska Avenue

NB SB EB WB

Appendix J

Seasonal Factor (SF) from FTI 2014

2015 AM Peak Hour Volumes by Approach --- Adjusted by Seasonal Factor6/3/2014

I-275 NB On Ramp at Floribraska AvenueNB SB EB WB

2015 AM Peak Hour Volumes by Approach



Counts provided by FDOT as a part of the Reevaluation of the Tampa Interstate Study (I-275 at I-4), WPI Segment No: 433821-1*Truck count not complete; peak hour truck factor of 2% is assumed



Counts provided by FDOT as a part of the Reevaluation of the Tampa Interstate Study (I-275 at I-4), WPI Segment No: 433821-1*Truck count not complete; peak hour truck factor of 2% is assumed

Notes:1.01

PHF of 0.95 will be used as the count is missing for the eastbound thru movement

6/3/2014I-275 NB On Ramp at Floribraska Avenue

NB SB EB WB

Appendix J

Seasonal Factor (SF) from FTI 2014

2015 PM Peak Hour Volumes by Approach --- Adjusted by Seasonal Factor6/3/2014

I-275 NB On Ramp at Floribraska AvenueNB SB EB WB

2015 PM Peak Hour Volumes by Approach

2014 Peak Season Factor Category Report - Report Type: ALLCategory: 1000 HILLSBOROUGH COUNTYWIDE MOCF: 0.96Week Dates SF PSCF================================================================================ 1 01/01/2014 - 01/04/2014 1.02 1.06 2 01/05/2014 - 01/11/2014 1.02 1.06 3 01/12/2014 - 01/18/2014 1.02 1.06 4 01/19/2014 - 01/25/2014 1.00 1.04 5 01/26/2014 - 02/01/2014 0.99 1.03* 6 02/02/2014 - 02/08/2014 0.97 1.01* 7 02/09/2014 - 02/15/2014 0.96 1.00* 8 02/16/2014 - 02/22/2014 0.94 0.98* 9 02/23/2014 - 03/01/2014 0.94 0.98*10 03/02/2014 - 03/08/2014 0.94 0.98*11 03/09/2014 - 03/15/2014 0.94 0.98*12 03/16/2014 - 03/22/2014 0.94 0.98*13 03/23/2014 - 03/29/2014 0.95 0.99*14 03/30/2014 - 04/05/2014 0.96 1.00*15 04/06/2014 - 04/12/2014 0.96 1.00*16 04/13/2014 - 04/19/2014 0.97 1.01*17 04/20/2014 - 04/26/2014 0.98 1.02*18 04/27/2014 - 05/03/2014 0.99 1.03 19 05/04/2014 - 05/10/2014 1.00 1.04 20 05/11/2014 - 05/17/2014 1.00 1.04 21 05/18/2014 - 05/24/2014 1.01 1.05 22 05/25/2014 - 05/31/2014 1.01 1.05 23 06/01/2014 - 06/07/2014 1.01 1.05 24 06/08/2014 - 06/14/2014 1.01 1.05 25 06/15/2014 - 06/21/2014 1.01 1.05 26 06/22/2014 - 06/28/2014 1.02 1.06 27 06/29/2014 - 07/05/2014 1.03 1.07 28 07/06/2014 - 07/12/2014 1.04 1.08 29 07/13/2014 - 07/19/2014 1.06 1.10 30 07/20/2014 - 07/26/2014 1.05 1.09 31 07/27/2014 - 08/02/2014 1.04 1.08 32 08/03/2014 - 08/09/2014 1.04 1.08 33 08/10/2014 - 08/16/2014 1.03 1.07 34 08/17/2014 - 08/23/2014 1.02 1.06 35 08/24/2014 - 08/30/2014 1.02 1.06 36 08/31/2014 - 09/06/2014 1.03 1.07 37 09/07/2014 - 09/13/2014 1.03 1.07 38 09/14/2014 - 09/20/2014 1.03 1.07 39 09/21/2014 - 09/27/2014 1.02 1.06 40 09/28/2014 - 10/04/2014 1.01 1.05 41 10/05/2014 - 10/11/2014 1.00 1.04 42 10/12/2014 - 10/18/2014 0.99 1.03 43 10/19/2014 - 10/25/2014 0.99 1.03 44 10/26/2014 - 11/01/2014 1.00 1.04 45 11/02/2014 - 11/08/2014 1.01 1.05 46 11/09/2014 - 11/15/2014 1.02 1.06 47 11/16/2014 - 11/22/2014 1.03 1.07 48 11/23/2014 - 11/29/2014 1.02 1.06 49 11/30/2014 - 12/06/2014 1.02 1.06 50 12/07/2014 - 12/13/2014 1.02 1.06 51 12/14/2014 - 12/20/2014 1.02 1.06 52 12/21/2014 - 12/27/2014 1.02 1.06 53 12/28/2014 - 12/31/2014 1.02 1.06

* Peak Season

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APPENDIX B Traffic Counts 1

File Name : Floribraska Ave @ SB I-275 Off Ramp-Elmore AveSite Code : 15066Start Date : 9/9/2015Page No : 1

City/County: Tampa / HillsboroughWeather: Clear

Groups Printed- Passenger Vehicles - Heavy VehiclesSB I-275 OFF RAMP /

ELMORE STSouthbound

FLORIBRASKA AVEWestbound

N ELMORE STNorthbound

FLORIBRASKA AVEEastbound

Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total

00:00 5 1 5 0 11 0 4 0 0 4 0 0 2 0 2 0 14 0 0 14 3100:15 6 1 3 0 10 0 11 0 0 11 0 0 2 0 2 0 14 0 0 14 3700:30 7 3 4 0 14 0 7 0 0 7 0 0 2 0 2 0 5 0 0 5 2800:45 7 2 0 0 9 0 5 0 0 5 0 0 0 0 0 0 6 0 0 6 20Total 25 7 12 0 44 0 27 0 0 27 0 0 6 0 6 0 39 0 0 39 116

01:00 6 1 0 0 7 0 2 0 0 2 0 0 1 0 1 0 4 0 0 4 1401:15 4 2 2 0 8 0 6 0 0 6 0 0 1 0 1 0 6 0 0 6 2101:30 4 1 1 0 6 0 9 0 0 9 0 0 0 0 0 0 4 0 0 4 1901:45 3 1 1 0 5 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 11Total 17 5 4 0 26 0 20 0 0 20 0 0 2 0 2 0 17 0 0 17 65

02:00 7 1 2 0 10 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 1902:15 2 1 2 0 5 0 7 0 0 7 0 0 0 0 0 0 4 0 0 4 1602:30 6 0 2 0 8 0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 1702:45 3 1 1 0 5 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 11Total 18 3 7 0 28 0 22 0 0 22 0 0 0 0 0 0 13 0 0 13 63

03:00 3 1 1 0 5 1 0 0 0 1 0 0 1 0 1 0 4 0 0 4 1103:15 4 0 3 0 7 0 6 0 0 6 0 0 0 0 0 0 4 0 0 4 1703:30 6 1 2 0 9 0 3 0 0 3 0 0 0 0 0 0 5 1 0 6 1803:45 2 0 3 0 5 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 11Total 15 2 9 0 26 1 11 0 0 12 0 0 2 0 2 0 16 1 0 17 57

04:00 2 1 1 0 4 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 904:15 3 0 1 0 4 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 1204:30 2 1 1 0 4 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 704:45 11 1 3 0 15 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 22Total 18 3 6 0 27 0 11 0 0 11 0 0 1 0 1 0 11 0 0 11 50

05:00 13 1 2 0 16 0 2 0 0 2 0 0 1 0 1 0 6 0 0 6 2505:15 8 1 4 0 13 0 4 0 0 4 0 0 3 0 3 0 5 0 0 5 2505:30 13 4 5 0 22 0 8 0 0 8 0 0 2 0 2 0 8 0 0 8 4005:45 29 4 9 0 42 0 12 0 0 12 0 0 0 0 0 0 11 0 0 11 65Total 63 10 20 0 93 0 26 0 0 26 0 0 6 0 6 0 30 0 0 30 155

06:00 29 4 12 0 45 0 7 0 0 7 0 0 2 0 2 0 16 0 0 16 7006:15 41 7 11 0 59 0 22 0 0 22 1 0 0 0 1 0 17 0 0 17 9906:30 44 2 21 0 67 0 22 0 0 22 0 0 3 0 3 0 30 0 0 30 12206:45 79 5 27 0 111 1 35 0 0 36 0 0 4 0 4 0 31 0 0 31 182Total 193 18 71 0 282 1 86 0 0 87 1 0 9 0 10 0 94 0 0 94 473

07:00 66 10 33 0 109 1 49 0 0 50 0 0 3 0 3 0 43 0 0 43 20507:15 54 4 40 0 98 0 100 0 0 100 0 0 10 0 10 0 43 0 0 43 25107:30 58 6 45 0 109 3 92 0 0 95 0 0 11 0 11 0 60 0 0 60 27507:45 45 10 33 0 88 2 100 0 0 102 0 0 9 0 9 0 78 1 0 79 278Total 223 30 151 0 404 6 341 0 0 347 0 0 33 0 33 0 224 1 0 225 1009

08:00 49 13 40 0 102 3 69 0 0 72 0 0 2 0 2 0 50 0 0 50 22608:15 44 4 37 0 85 0 60 0 0 60 0 0 6 0 6 0 42 0 0 42 19308:30 45 5 38 0 88 2 48 0 0 50 0 0 5 0 5 0 36 0 0 36 17908:45 56 15 41 0 112 1 44 0 0 45 1 0 4 0 5 0 38 0 0 38 200Total 194 37 156 0 387 6 221 0 0 227 1 0 17 0 18 0 166 0 0 166 798

09:00 66 8 44 0 118 1 50 0 0 51 1 0 2 0 3 0 41 0 0 41 21309:15 53 4 29 0 86 0 40 0 0 40 0 0 3 0 3 0 40 0 0 40 16909:30 46 7 29 0 82 0 38 0 0 38 0 0 3 0 3 0 34 1 0 35 15809:45 34 7 31 0 72 2 34 0 0 36 1 0 2 0 3 0 43 0 0 43 154Total 199 26 133 0 358 3 162 0 0 165 2 0 10 0 12 0 158 1 0 159 694

10:00 43 4 30 0 77 1 32 0 0 33 0 0 6 0 6 0 31 0 0 31 14710:15 33 11 23 0 67 0 33 0 0 33 1 0 2 0 3 0 21 0 0 21 12410:30 23 9 29 0 61 1 22 0 0 23 0 0 7 0 7 0 28 0 0 28 119

Intersection Turning Movement Count

TO762SG

Stamp

TO762SG

Stamp

TO762SG

Stamp

TO762SG

Stamp




ELMORE STSouthbound





10:45 34 6 26 0 66 0 47 0 0 47 0 0 2 0 2 0 44 1 0 45 160Total 133 30 108 0 271 2 134 0 0 136 1 0 17 0 18 0 124 1 0 125 550

11:00 24 5 26 0 55 1 29 0 0 30 0 0 4 0 4 0 38 0 0 38 12711:15 30 7 29 0 66 1 26 0 0 27 0 0 2 0 2 0 47 1 0 48 14311:30 33 9 20 0 62 0 38 0 0 38 0 0 0 0 0 0 34 0 0 34 13411:45 40 7 22 0 69 0 26 0 0 26 0 0 3 0 3 0 50 0 0 50 148Total 127 28 97 0 252 2 119 0 0 121 0 0 9 0 9 0 169 1 0 170 552

12:00 31 5 19 0 55 4 40 0 0 44 1 0 7 0 8 0 43 0 0 43 15012:15 34 6 22 0 62 1 30 0 0 31 0 0 6 0 6 0 35 0 0 35 13412:30 27 3 27 0 57 0 35 0 0 35 0 0 4 0 4 0 46 1 0 47 14312:45 32 3 18 0 53 0 29 0 0 29 0 0 4 0 4 0 46 0 0 46 132Total 124 17 86 0 227 5 134 0 0 139 1 0 21 0 22 0 170 1 0 171 559

13:00 46 5 23 0 74 0 30 0 0 30 1 0 7 0 8 0 34 1 0 35 14713:15 33 11 22 0 66 4 42 0 0 46 0 0 2 0 2 0 36 0 1 37 15113:30 54 14 23 0 91 1 35 0 0 36 0 0 3 0 3 0 39 1 0 40 17013:45 47 10 25 0 82 1 51 0 0 52 0 0 3 0 3 0 54 1 0 55 192Total 180 40 93 0 313 6 158 0 0 164 1 0 15 0 16 0 163 3 1 167 660

14:00 37 3 33 0 73 3 54 0 0 57 0 0 5 0 5 0 58 0 0 58 19314:15 29 9 37 0 75 2 50 0 0 52 0 0 6 0 6 0 60 0 0 60 19314:30 40 11 38 0 89 1 46 0 0 47 0 0 4 0 4 0 57 0 0 57 19714:45 43 7 27 0 77 0 32 0 0 32 0 0 10 0 10 0 70 1 0 71 190Total 149 30 135 0 314 6 182 0 0 188 0 0 25 0 25 0 245 1 0 246 773

15:00 34 8 25 0 67 1 48 0 0 49 0 0 9 0 9 0 70 0 0 70 19515:15 32 6 31 0 69 1 49 0 0 50 0 0 14 0 14 0 72 1 0 73 20615:30 29 7 30 0 66 2 40 0 0 42 0 0 7 0 7 0 90 0 0 90 20515:45 43 10 25 0 78 0 61 0 0 61 0 0 7 0 7 0 72 0 0 72 218Total 138 31 111 0 280 4 198 0 0 202 0 0 37 0 37 0 304 1 0 305 824

16:00 37 8 21 0 66 3 58 0 0 61 0 0 4 0 4 0 95 0 0 95 22616:15 35 13 27 0 75 3 46 0 0 49 0 0 10 0 10 0 79 0 0 79 21316:30 44 7 26 0 77 1 60 0 0 61 0 0 4 0 4 0 96 0 0 96 23816:45 53 7 26 0 86 1 59 0 0 60 0 0 9 0 9 0 105 0 0 105 260Total 169 35 100 0 304 8 223 0 0 231 0 0 27 0 27 0 375 0 0 375 937

17:00 35 2 21 0 58 1 72 0 0 73 0 0 5 0 5 0 140 0 0 140 27617:15 52 4 19 0 75 1 58 0 0 59 1 0 9 0 10 0 115 0 0 115 25917:30 45 5 24 0 74 0 75 0 0 75 0 0 12 0 12 0 116 0 0 116 27717:45 69 4 31 0 104 3 58 0 0 61 0 0 7 0 7 0 101 0 0 101 273Total 201 15 95 0 311 5 263 0 0 268 1 0 33 0 34 0 472 0 0 472 1085

18:00 43 8 24 0 75 0 46 0 0 46 0 0 7 0 7 0 77 1 0 78 20618:15 50 6 13 0 69 2 52 0 0 54 0 0 12 0 12 0 69 1 0 70 20518:30 59 8 20 0 87 2 42 0 0 44 0 0 4 0 4 0 57 0 0 57 19218:45 54 5 19 0 78 0 38 0 0 38 0 0 10 0 10 0 61 0 0 61 187Total 206 27 76 0 309 4 178 0 0 182 0 0 33 0 33 0 264 2 0 266 790

19:00 35 10 17 0 62 1 38 0 0 39 0 0 8 0 8 0 45 1 0 46 15519:15 22 5 18 0 45 3 29 0 0 32 0 0 3 0 3 0 64 0 0 64 14419:30 25 3 12 0 40 0 32 0 0 32 0 0 2 0 2 0 44 0 0 44 11819:45 32 7 20 0 59 3 37 0 0 40 0 0 3 0 3 0 54 0 0 54 156Total 114 25 67 0 206 7 136 0 0 143 0 0 16 0 16 0 207 1 0 208 573

20:00 12 1 14 0 27 2 22 0 0 24 0 0 2 0 2 0 60 0 0 60 11320:15 33 5 24 0 62 3 33 0 0 36 0 0 2 0 2 0 43 3 0 46 14620:30 21 2 14 0 37 1 21 0 0 22 0 0 6 0 6 0 36 0 0 36 10120:45 19 5 14 0 38 0 36 0 0 36 0 0 6 0 6 0 42 0 0 42 122Total 85 13 66 0 164 6 112 0 0 118 0 0 16 0 16 0 181 3 0 184 482





ELMORE STSouthbound





21:00 17 7 12 0 36 1 22 0 0 23 0 0 2 0 2 0 36 0 0 36 9721:15 15 10 17 0 42 0 22 0 0 22 0 0 1 0 1 0 36 0 0 36 10121:30 24 4 8 0 36 0 20 0 0 20 0 0 5 0 5 0 28 0 0 28 8921:45 21 6 12 0 39 4 13 0 0 17 0 0 2 0 2 0 28 0 0 28 86Total 77 27 49 0 153 5 77 0 0 82 0 0 10 0 10 0 128 0 0 128 373

22:00 16 3 14 0 33 0 12 0 0 12 0 0 2 0 2 0 27 0 0 27 7422:15 20 7 6 0 33 1 14 0 0 15 0 0 5 0 5 0 12 0 0 12 6522:30 20 1 8 0 29 1 16 0 0 17 0 0 1 0 1 0 20 0 0 20 6722:45 15 3 8 0 26 0 8 0 0 8 0 0 2 1 3 0 18 0 0 18 55Total 71 14 36 0 121 2 50 0 0 52 0 0 10 1 11 0 77 0 0 77 261

23:00 10 8 3 0 21 0 16 0 0 16 0 0 1 0 1 0 20 0 0 20 5823:15 12 2 7 0 21 0 9 0 0 9 0 0 2 0 2 0 16 0 0 16 4823:30 15 6 3 0 24 0 7 0 0 7 0 0 0 0 0 0 14 0 0 14 4523:45 10 4 4 0 18 0 12 0 0 12 0 0 3 0 3 0 14 0 0 14 47Total 47 20 17 0 84 0 44 0 0 44 0 0 6 0 6 0 64 0 0 64 198

Grand Total 2786 493 1705 0 4984 79 2935 0 0 3014 8 0 361 1 370 0 3711 17 1 3729 12097Apprch % 55.9 9.9 34.2 0 2.6 97.4 0 0 2.2 0 97.6 0.3 0 99.5 0.5 0

Total % 23 4.1 14.1 0 41.2 0.7 24.3 0 0 24.9 0.1 0 3 0 3.1 0 30.7 0.1 0 30.8Passenger Vehicles 2723 474 1664 0 4861 77 2813 0 0 2890 7 0 352 1 360 0 3576 15 1 3592 11703% Passenger Vehicles 97.7 96.1 97.6 0 97.5 97.5 95.8 0 0 95.9 87.5 0 97.5 100 97.3 0 96.4 88.2 100 96.3 96.7Heavy Vehicles 63 19 41 0 123 2 122 0 0 124 1 0 9 0 10 0 135 2 0 137 394

% Heavy Vehicles 2.3 3.9 2.4 0 2.5 2.5 4.2 0 0 4.1 12.5 0 2.5 0 2.7 0 3.6 11.8 0 3.7 3.3

SB I-275 OFF RAMP / ELMORE STSouthbound




Start Time Left Thru Right U-Turns App. Total U-Turns App. Total U-Turns App. Total U-Turns App. Total Int. Total

Peak Hour Analysis From 00:00 to 09:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:15

07:15 54 4 40 0 98 0 100 0 0 100 0 0 10 0 10 0 43 0 0 43 25107:30 58 6 45 0 109 3 92 0 0 95 0 0 11 0 11 0 60 0 0 60 27507:45 45 10 33 0 88 2 100 0 0 102 0 0 9 0 9 0 78 1 0 79 27808:00 49 13 40 0 102 3 69 0 0 72 0 0 2 0 2 0 50 0 0 50 226

Total Volume 206 33 158 0 397 8 361 0 0 369 0 0 32 0 32 0 231 1 0 232 1030% App. Total 51.9 8.3 39.8 0 2.2 97.8 0 0 0 0 100 0 0 99.6 0.4 0

PHF .888 .635 .878 .000 .911 .667 .903 .000 .000 .904 .000 .000 .727 .000 .727 .000 .740 .250 .000 .734 .926

Peak Hour Analysis From 00:00 to 09:45 - Peak 1 of 1Peak Hour for Each Approach Begins at:

06:45 07:15 07:00 07:15+0 mins. 79 5 27 0 111 0 100 0 0 100 0 0 3 0 3 0 43 0 0 43

+15 mins. 66 10 33 0 109 3 92 0 0 95 0 0 10 0 10 0 60 0 0 60+30 mins. 54 4 40 0 98 2 100 0 0 102 0 0 11 0 11 0 78 1 0 79+45 mins. 58 6 45 0 109 3 69 0 0 72 0 0 9 0 9 0 50 0 0 50

Total Volume 257 25 145 0 427 8 361 0 0 369 0 0 33 0 33 0 231 1 0 232% App. Total 60.2 5.9 34 0 2.2 97.8 0 0 0 0 100 0 0 99.6 0.4 0

PHF .813 .625 .806 .000 .962 .667 .903 .000 .000 .904 .000 .000 .750 .000 .750 .000 .740 .250 .000 .734Peak Hour Analysis From 10:00 to 13:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 13:00

13:00 46 5 23 0 74 0 30 0 0 30 1 0 7 0 8 0 34 1 0 35 14713:15 33 11 22 0 66 4 42 0 0 46 0 0 2 0 2 0 36 0 1 37 15113:30 54 14 23 0 91 1 35 0 0 36 0 0 3 0 3 0 39 1 0 40 17013:45 47 10 25 0 82 1 51 0 0 52 0 0 3 0 3 0 54 1 0 55 192

Total Volume 180 40 93 0 313 6 158 0 0 164 1 0 15 0 16 0 163 3 1 167 660% App. Total 57.5 12.8 29.7 0 3.7 96.3 0 0 6.2 0 93.8 0 0 97.6 1.8 0.6

PHF .833 .714 .930 .000 .860 .375 .775 .000 .000 .788 .250 .000 .536 .000 .500 .000 .755 .750 .250 .759 .859




SB I-275 OFF RAMP /ELMORE STSouthbound




Start Time LeftThr

uRight U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total


13:00 13:00 12:00 11:15+0 mins. 46 5 23 0 74 0 30 0 0 30 1 0 7 0 8 0 47 1 0 48

+15 mins. 33 11 22 0 66 4 42 0 0 46 0 0 6 0 6 0 34 0 0 34+30 mins. 54 14 23 0 91 1 35 0 0 36 0 0 4 0 4 0 50 0 0 50+45 mins. 47 10 25 0 82 1 51 0 0 52 0 0 4 0 4 0 43 0 0 43

Total Volume 180 40 93 0 313 6 158 0 0 164 1 0 21 0 22 0 174 1 0 175% App. Total 57.5 12.8 29.7 0 3.7 96.3 0 0 4.5 0 95.5 0 0 99.4 0.6 0


17:00 35 2 21 0 58 1 72 0 0 73 0 0 5 0 5 0 140 0 0 140 27617:15 52 4 19 0 75 1 58 0 0 59 1 0 9 0 10 0 115 0 0 115 25917:30 45 5 24 0 74 0 75 0 0 75 0 0 12 0 12 0 116 0 0 116 27717:45 69 4 31 0 104 3 58 0 0 61 0 0 7 0 7 0 101 0 0 101 273

Total Volume 201 15 95 0 311 5 263 0 0 268 1 0 33 0 34 0 472 0 0 472 1085% App. Total 64.6 4.8 30.5 0 1.9 98.1 0 0 2.9 0 97.1 0 0 100 0 0

PHF .728 .750 .766 .000 .748 .417 .877 .000 .000 .893 .250 .000 .688 .000 .708 .000 .843 .000 .000 .843 .979


17:45 17:00 14:45 16:45+0 mins. 69 4 31 0 104 1 72 0 0 73 0 0 10 0 10 0 105 0 0 105

+15 mins. 43 8 24 0 75 1 58 0 0 59 0 0 9 0 9 0 140 0 0 140+30 mins. 50 6 13 0 69 0 75 0 0 75 0 0 14 0 14 0 115 0 0 115+45 mins. 59 8 20 0 87 3 58 0 0 61 0 0 7 0 7 0 116 0 0 116

Total Volume 221 26 88 0 335 5 263 0 0 268 0 0 40 0 40 0 476 0 0 476% App. Total 66 7.8 26.3 0 1.9 98.1 0 0 0 0 100 0 0 100 0 0

PHF .801 .813 .710 .000 .805 .417 .877 .000 .000 .893 .000 .000 .714 .000 .714 .000 .850 .000 .000 .850


APPENDIX C Traffic Counts 2

Volume Count Report ******************************************************************************** Data File : D0603004.PRN Station : 000006021402 Identification : 000065310011 Interval : 15 minutes Start date : Jun 3, 14 Start time : 00:00 Stop date : Jun 3, 14 Stop time : 24:00 City/Town : Tampa County : Hillsborough Location : Elmore Ave north of Floribraska Ave ******************************************************************************* Jun 3 Southbound Volume ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 1 0 0 0 0 0 1 1 2 4 7 3 30 1 0 0 0 1 2 6 2 0 5 5 4 45 2 0 1 0 0 1 2 3 3 7 5 3 00 0 0 0 1 0 1 2 4 0 1 4 5 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 4 0 1 1 1 4 11 10 5 17 21 15 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 10 6 2 2 4 7 1 5 3 4 3 2 30 2 8 4 11 3 3 3 2 4 1 1 2 45 3 6 9 1 1 4 7 3 3 0 5 3 00 11 2 5 4 3 2 2 3 4 2 0 1 -------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 26 22 20 18 11 16 13 13 14 7 9 8 ------------------------------------------------------------------------------- 24 Hour Total : 267 AM peak hour begins : 11:15 AM peak volume : 22 Peak hour factor : 0.55 PM peak hour begins : 12:45 PM peak volume : 31 Peak hour factor : 0.70 *******************************************************************************

APPENDIX D HCS Reports 1

HCS 2010 Two-Way Stop Control Summary Report

General Information Site Information

Analyst Justin Hall Intersection I-275 SB at Floribraska

Agency/Co. American Consulting Jurisdiction FDOT D7

Date Performed 12/16/2015 East/West Street Floribraska Avenue

Analysis Year 2015 North/South Street Elmore Avenue

Time Analyzed AM_Existing Peak Hour Factor 0.93

Intersection Orientation East-West Analysis Time Period (hrs) 0.25

Project Description 5127392.002.001

Lanes

Major Street: East-West

Vehicle Volumes and Adjustments

Approach Eastbound Westbound Northbound Southbound

Movement U L T R U L T R U L T R U L T R

Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 0 0 1 1 0

Configuration T TR LT T LR L TR

Volume (veh/h) 238 1 8 372 0 33 212 34 163

Percent Heavy Vehicles 4 0 0 2 2 2

Proportion Time Blocked

Right Turn Channelized No No No No

Median Type Undivided

Median Storage

Delay, Queue Length, and Level of Service

Flow Rate (veh/h) 209 35 228 212

Capacity 1291 905 402 670

v/c Ratio 0.16 0.04 0.57 0.32

95% Queue Length 0.0 0.1 3.4 1.4

Control Delay (s/veh) 7.8 9.1 25.1 12.8

Level of Service (LOS) A A D B

Approach Delay (s/veh) 0.2 9.1 19.2

Approach LOS A A C

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:04:41 AMAM Peak Hour (HCS)_AM.xtw







Time Analyzed AM-Alternative 1 Peak Hour Factor 0.93



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 0 0 0 0 1 1 0

Configuration T TR LT LR L TR

Volume (veh/h) 238 1 8 372 0 33 212 34 163





Median Storage


Flow Rate (veh/h) 409 35 228 212

Capacity 1305 905 402 573

v/c Ratio 0.31 0.04 0.57 0.37

95% Queue Length 0.0 0.1 3.4 1.7




Approach LOS A A C

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:03:39 AMAM Peak Hour (HCS)_Alternative 1.xtw









Project Description I-275 (SR 92) at Floribraska Avenue

Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 1 1 0

Configuration TR LT LR L TR

Volume (veh/h) 238 1 8 372 0 33 212 34 163





Median Storage


Flow Rate (veh/h) 409 35 228 212

Capacity 1307 788 340 575

v/c Ratio 0.31 0.04 0.67 0.37

95% Queue Length 0.0 0.1 4.6 1.7




Approach LOS A A D


HCS 2010 Signalized Intersection Results Summary

General Information Intersection InformationAgency American Consulting Duration, h 0.25Analyst Arpita Guha Analysis Date Dec 24, 2015 Area Type OtherJurisdiction FDOT District 7 Time Period AM Alternative 3 PHF 0.93Urban Street Floribraska Avenue Analysis Year 2015 Analysis Period 1> 7:00Intersection I-275 SB Off Ramp/Elm… File Name 2015 AM Alt 3.xusProject Description I-275 SB Off Ramp/Elmore Avenue Alt 3

Demand Information EB WB NB SBApproach Movement L T R L T R L T R L T RDemand ( v ), veh/h 238 1 8 372 0 0 33 212 34 163

Signal Information

GreenYellowRed

32.0 32.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.0

1 2 3

5 6 7 8

Cycle, s 80.0 Reference Phase 2Offset, s 0 Reference Point EndUncoordinated No Simult. Gap E/W OnForce Mode Fixed Simult. Gap N/S On

Timer Results EBL EBT WBL WBT NBL NBT SBL SBTAssigned Phase 2 6 4 8Case Number 8.0 8.0 8.0 6.0Phase Duration, s 40.0 40.0 40.0 40.0Change Period, ( Y+R c ), s 8.0 8.0 8.0 8.0Max Allow Headway ( MAH ), s 0.0 0.0 4.3 4.3Queue Clearance Time ( g s ), s 3.1 12.9Green Extension Time ( g e ), s 0.0 0.0 1.9 1.7Phase Call Probability 1.00 1.00Max Out Probability 0.00 0.00

Movement Group Results EB WB NB SBApproach Movement L T R L T R L T R L T RAssigned Movement 2 12 1 6 7 4 14 3 8 18Adjusted Flow Rate ( v ), veh/h 86 171 281 128 0 228 212Adjusted Saturation Flow Rate ( s ), veh/h/ln 913 1825 1852 848 0 1367 1621Queue Service Time ( g s ), s 3.6 5.0 0.0 6.0 0.0 9.8 7.2Cycle Queue Clearance Time ( g c ), s 3.6 5.0 8.5 6.0 0.0 10.9 7.2Green Ratio ( g/C ) 0.40 0.40 0.40 0.40 0.40 0.40Capacity ( c ), veh/h 365 730 787 339 618 649Volume-to-Capacity Ratio ( X ) 0.235 0.235 0.357 0.377 0.000 0.369 0.327Available Capacity ( c a ), veh/h 365 730 787 339 618 649Back of Queue ( Q ), veh/ln ( 50 th percentile) 1.1 2.1 3.7 1.7 0.0 3.2 2.7Queue Storage Ratio ( RQ ) ( 50 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00Uniform Delay ( d 1 ), s/veh 15.9 15.9 17.0 15.6 18.1 16.6Incremental Delay ( d 2 ), s/veh 1.5 0.8 1.3 3.2 0.0 1.7 1.3Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay ( d ), s/veh 17.4 16.6 18.2 18.8 19.8 17.9Level of Service (LOS) B B B B B BApproach Delay, s/veh / LOS 16.9 B 18.4 B 14.9 B 18.9 BIntersection Delay, s/veh / LOS 18.1 B

Multimodal Results EB WB NB SBPedestrian LOS Score / LOS 2.1 B 2.3 B 2.7 B 2.7 BBicycle LOS Score / LOS 0.7 A 0.8 A 0.5 A 1.2 A

Copyright © 2016 University of Florida, All Rights Reserved. HCS 2010™ Streets Version 6.70 Generated: 1/26/2016 10:06:20 AM







Time Analyzed PM_Existing Peak Hour Factor 0.98



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 0 0 1 1 0


Volume (veh/h) 486 0 5 271 1 34 207 15 98





Median Storage


Flow Rate (veh/h) 144 36 211 115

Capacity 1064 728 409 724

v/c Ratio 0.13 0.05 0.52 0.16

95% Queue Length 0.0 0.2 2.9 0.6


Level of Service (LOS) A B C B


Approach LOS A B C

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:05:15 AMPM Peak Hour (HCS)_PM.xtw







Time Analyzed PM-Alternative 1 Peak Hour Factor 0.98



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 0 0 0 0 1 1 0


Volume (veh/h) 486 0 5 271 1 34 207 15 98





Median Storage


Flow Rate (veh/h) 282 36 211 115

Capacity 1064 710 409 649

v/c Ratio 0.26 0.05 0.52 0.18

95% Queue Length 0.0 0.2 2.9 0.6




Approach LOS A B C

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:05:32 AMPM Peak Hour (HCS)_Alternative 1.xtw







Time Analyzed PM_Alternative 2 Peak Hour Factor 0.98



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 1 1 0


Volume (veh/h) 486 0 5 271 1 34 207 15 98





Median Storage


Flow Rate (veh/h) 282 36 211 115

Capacity 1067 556 285 650

v/c Ratio 0.26 0.06 0.74 0.18

95% Queue Length 0.0 0.2 5.4 0.6


Level of Service (LOS) A B E B


Approach LOS A B D



General Information Intersection InformationAgency American Consulting Duration, h 0.25Analyst Arpita Guha Analysis Date Dec 24, 2015 Area Type OtherJurisdiction FDOT District 7 Time Period PM Alternative 3 PHF 0.98Urban Street Floribraska Avenue Analysis Year 2015 Analysis Period 1> 7:00Intersection I-275 SB Off Ramp/Elm… File Name 2015 PM Alt 3.xusProject Description I-275 SB Off Ramp/Elmore Avenue Alt 3


Signal Information

GreenYellowRed

32.0 32.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.0

1 2 3

5 6 7 8



Movement Group Results EB WB NB SBApproach Movement L T R L T R L T R L T RAssigned Movement 2 12 1 6 7 4 14 3 8 18Adjusted Flow Rate ( v ), veh/h 496 0 211 70 36 211 115Adjusted Saturation Flow Rate ( s ), veh/h/ln 1845 0 1852 617 1613 1382 1627Queue Service Time ( g s ), s 7.5 0.0 0.0 4.0 0.0 8.9 3.7Cycle Queue Clearance Time ( g c ), s 7.5 0.0 6.1 4.0 1.1 9.9 3.7Green Ratio ( g/C ) 0.40 0.40 0.40 0.40 0.40 0.40Capacity ( c ), veh/h 1476 787 247 692 624 651Volume-to-Capacity Ratio ( X ) 0.336 0.000 0.269 0.284 0.052 0.339 0.177Available Capacity ( c a ), veh/h 1476 787 247 692 624 651Back of Queue ( Q ), veh/ln ( 50 th percentile) 3.1 0.0 2.7 1.0 0.4 2.9 1.4Queue Storage Ratio ( RQ ) ( 50 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00Uniform Delay ( d 1 ), s/veh 16.6 16.2 15.0 14.7 17.8 15.5Incremental Delay ( d 2 ), s/veh 0.6 0.0 0.8 2.9 0.1 1.5 0.6Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay ( d ), s/veh 17.3 17.1 17.9 14.9 19.2 16.1Level of Service (LOS) B B B B B BApproach Delay, s/veh / LOS 17.3 B 17.3 B 14.9 B 18.1 BIntersection Delay, s/veh / LOS 17.4 B



APPENDIX E HCS Reports 2







Time Analyzed AM_Existing (No SB) Peak Hour Factor 0.93


Project Description

Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 0 0 1 1 0


Volume (veh/h) 238 1 8 372 0 33 5 1 4





Median Storage


Flow Rate (veh/h) 209 35 5 5

Capacity 1305 905 402 654

v/c Ratio 0.16 0.04 0.01 0.01

95% Queue Length 0.0 0.1 0.0 0.0


Level of Service (LOS) A A B B


Approach LOS A A B

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:10:30 AMAM Peak Hour (HCS)_AM (No SB).xtw







Time Analyzed AM-Alternative 1 (No SB) Peak Hour Factor 0.93



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 0 0 0 0 1 1 0


Volume (veh/h) 238 1 8 372 0 33 5 1 4





Median Storage



Capacity 1305 905 402 564

v/c Ratio 0.31 0.04 0.01 0.01

95% Queue Length 0.0 0.1 0.0 0.0


Level of Service (LOS) A A B B


Approach LOS A A B

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:10:00 AMAM Peak Hour (HCS)_Alternative 1 (No SB).xtw










Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 1 1 0


Volume (veh/h) 238 1 8 372 0 33 5 1 4





Median Storage



Capacity 1307 788 340 565

v/c Ratio 0.31 0.04 0.01 0.01

95% Queue Length 0.0 0.1 0.0 0.0


Level of Service (LOS) A A C B


Approach LOS A A B

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:10:15 AMAM Peak Hour (HCS)_Alternative 2 (No SB).xtw


General Information Intersection InformationAgency American Consulting Duration, h 0.25Analyst Arpita Guha Analysis Date Dec 24, 2015 Area Type OtherJurisdiction FDOT District 7 Time Period AM Alternative 3 PHF 0.93Urban Street Floribraska Avenue Analysis Year 2015 Analysis Period 1> 7:00Intersection I-275 SB Off Ramp/Elm… File Name 2015 AM Alt 3 (No SB).xusProject Description Alt 3 w/o SB Off Ramp Connection


Signal Information

GreenYellowRed

47.0 17.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.0

1 2 3

5 6 7 8



Movement Group Results EB WB NB SBApproach Movement L T R L T R L T R L T RAssigned Movement 2 12 1 6 7 4 14 3 8 18Adjusted Flow Rate ( v ), veh/h 86 171 281 128 0 5 5Adjusted Saturation Flow Rate ( s ), veh/h/ln 913 1825 1851 848 0 1367 1628Queue Service Time ( g s ), s 2.5 3.4 0.0 4.1 0.0 0.3 0.2Cycle Queue Clearance Time ( g c ), s 2.5 3.4 5.9 4.1 0.0 1.7 0.2Green Ratio ( g/C ) 0.59 0.59 0.59 0.59 0.21 0.21Capacity ( c ), veh/h 537 1072 1134 498 356 346Volume-to-Capacity Ratio ( X ) 0.160 0.160 0.247 0.257 0.000 0.015 0.016Available Capacity ( c a ), veh/h 537 1072 1134 498 356 346Back of Queue ( Q ), veh/ln ( 50 th percentile) 0.7 1.3 2.2 1.0 0.0 0.1 0.1Queue Storage Ratio ( RQ ) ( 50 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00Uniform Delay ( d 1 ), s/veh 7.5 7.5 8.0 7.4 26.0 24.9Incremental Delay ( d 2 ), s/veh 0.6 0.3 0.5 1.2 0.0 0.1 0.1Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay ( d ), s/veh 8.1 7.8 8.5 8.6 26.1 25.0Level of Service (LOS) A A A A C CApproach Delay, s/veh / LOS 7.9 A 8.6 A 26.0 C 25.5 CIntersection Delay, s/veh / LOS 9.5 A









Time Analyzed PM_Existing (No SB) Peak Hour Factor 0.98


Project Description

Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 0 0 1 1 0


Volume (veh/h) 486 0 5 271 1 34 10 1 5





Median Storage



Capacity 1064 735 407 686

v/c Ratio 0.13 0.05 0.02 0.01

95% Queue Length 0.0 0.2 0.1 0.0


Level of Service (LOS) A B B B


Approach LOS A B B

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Time Analyzed PM-Alternative 1 (No SB) Peak Hour Factor 0.98



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 0 0 0 0 1 1 0


Volume (veh/h) 486 0 5 271 1 34 10 1 5





Median Storage



Capacity 1064 724 409 623

v/c Ratio 0.26 0.05 0.02 0.01

95% Queue Length 0.0 0.2 0.1 0.0


Level of Service (LOS) A B B B


Approach LOS A B B

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Time Analyzed PM_Alternative 2 (No SB) Peak Hour Factor 0.98



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 1 1 0


Volume (veh/h) 486 0 5 271 1 34 10 1 5





Median Storage



Capacity 1067 564 285 624

v/c Ratio 0.26 0.06 0.04 0.01

95% Queue Length 0.0 0.2 0.1 0.0




Approach LOS A B C

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:11:03 AMPM Peak Hour (HCS)_Alternative 2 (No SB).xtw


General Information Intersection InformationAgency American Consulting Duration, h 0.25Analyst Arpita Guha Analysis Date Dec 24, 2015 Area Type OtherJurisdiction FDOT District 7 Time Period PM Alternative 3 PHF 0.98Urban Street Floribraska Avenue Analysis Year 2015 Analysis Period 1> 7:00Intersection I-275 SB Off Ramp/Elm… File Name 2015 PM Alt 3 (No SB).xusProject Description Alt 3 W/o SB Off Ramp Connection


Signal Information

GreenYellowRed

47.0 17.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.04.0 4.0 0.0 0.0 0.0 0.0

1 2 3

5 6 7 8



Movement Group Results EB WB NB SBApproach Movement L T R L T R L T R L T RAssigned Movement 2 12 1 6 7 4 14 3 8 18Adjusted Flow Rate ( v ), veh/h 496 0 211 70 36 10 6Adjusted Saturation Flow Rate ( s ), veh/h/ln 1845 0 1851 617 1615 1382 1636Queue Service Time ( g s ), s 5.1 0.0 0.0 2.8 0.0 0.5 0.2Cycle Queue Clearance Time ( g c ), s 5.1 0.0 4.2 2.8 1.4 1.9 0.2Green Ratio ( g/C ) 0.59 0.59 0.59 0.21 0.21 0.21Capacity ( c ), veh/h 2167 1134 363 389 359 348Volume-to-Capacity Ratio ( X ) 0.229 0.000 0.186 0.194 0.092 0.028 0.018Available Capacity ( c a ), veh/h 2167 1134 363 389 359 348Back of Queue ( Q ), veh/ln ( 50 th percentile) 1.9 0.0 1.6 0.6 0.6 0.2 0.1Queue Storage Ratio ( RQ ) ( 50 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00Uniform Delay ( d 1 ), s/veh 7.9 7.7 7.1 25.4 26.1 24.9Incremental Delay ( d 2 ), s/veh 0.2 0.0 0.4 1.2 0.5 0.1 0.1Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0Control Delay ( d ), s/veh 8.1 8.0 8.3 25.8 26.3 25.0Level of Service (LOS) A A A C C CApproach Delay, s/veh / LOS 8.1 A 8.1 A 25.8 C 25.8 CIntersection Delay, s/veh / LOS 9.2 A



APPENDIX F HCS Reports 3



Analyst Justin Hall Intersection I-275 NB at Floribraska



Analysis Year 2015 North/South Street Taliaferro Avenue

Time Analyzed AM-Existing Peak Hour Factor 0.95



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0

Configuration LT TR LT TR LTR

Volume (veh/h) 134 345 4 1 377 222 3 5 1

Percent Heavy Vehicles 4 3 0 0 0




Median Storage


Flow Rate (veh/h) 323 200 9

Capacity 934 1188 174

v/c Ratio 0.35 0.17 0.05

95% Queue Length 0.5 0.0 0.2

Control Delay (s/veh) 9.5 8.0 26.8

Level of Service (LOS) A A D


Approach LOS A A D

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:15:30 AMAM Peak Hour (HCS).xtw










Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 1 0 1 0 0 0 0

Configuration LT TR LT R LTR

Volume (veh/h) 134 345 4 1 377 222 3 5 1





Median Storage



Capacity 934 1188 192

v/c Ratio 0.35 0.33 0.05

95% Queue Length 0.5 0.0 0.1


Level of Service (LOS) A A C


Approach LOS A A C











Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 1 0 1 0 0 0 0

Configuration LTR LT R LTR

Volume (veh/h) 134 345 4 1 377 222 3 5 1





Median Storage



Capacity 941 1190 200

v/c Ratio 0.15 0.33 0.05

95% Queue Length 0.5 0.0 0.1




Approach LOS A A C











Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0


Volume (veh/h) 134 345 4 1 377 222 3 5 1





Median Storage



Capacity 934 1186 174

v/c Ratio 0.35 0.17 0.05

95% Queue Length 0.5 0.0 0.2


Level of Service (LOS) A A D


Approach LOS A A D








Time Analyzed PM-Existing Peak Hour Factor 0.95



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0


Volume (veh/h) 255 468 4 1 268 320 8 7 1





Median Storage



Capacity 944 1063 82

v/c Ratio 0.55 0.13 0.19

95% Queue Length 1.2 0.0 0.7


Level of Service (LOS) B A F


Approach LOS A A F

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Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 1 0 1 0 0 0 0


Volume (veh/h) 255 468 4 1 268 320 8 7 1





Median Storage




v/c Ratio 0.55 0.27 0.17

95% Queue Length 1.2 0.0 0.6




Approach LOS A A F











Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 1 0 1 0 0 0 0


Volume (veh/h) 255 468 4 1 268 320 8 7 1





Median Storage



Capacity 950 1065 101

v/c Ratio 0.28 0.27 0.16

95% Queue Length 1.2 0.0 0.5


Level of Service (LOS) B A E


Approach LOS A A E











Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0


Volume (veh/h) 255 468 4 1 268 320 8 7 1





Median Storage




v/c Ratio 0.55 0.13 0.19

95% Queue Length 1.2 0.0 0.7




Approach LOS A A F


APPENDIX G HCS Reports 4







Time Analyzed AM-Existing (No SB) Peak Hour Factor 0.95



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0


Volume (veh/h) 134 138 4 1 377 222 3 5 1





Median Storage



Capacity 934 1430 244

v/c Ratio 0.23 0.14 0.04

95% Queue Length 0.5 0.0 0.1




Approach LOS A A C

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:16:47 AMAM Peak Hour (HCS)_No SB.xtw










Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 1 0 1 0 0 0 0


Volume (veh/h) 134 138 4 1 377 222 3 5 1





Median Storage



Capacity 934 1430 270

v/c Ratio 0.23 0.28 0.03

95% Queue Length 0.5 0.0 0.1




Approach LOS A A C

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:15:47 AMAM Peak Hour (HCS)_Alternative 1_No SB.xtw










Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 1 0 1 0 0 0 0


Volume (veh/h) 134 138 4 1 377 222 3 5 1





Median Storage



Capacity 941 1431 279

v/c Ratio 0.15 0.28 0.03

95% Queue Length 0.5 0.0 0.1




Approach LOS A A C











Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0


Volume (veh/h) 134 138 4 1 377 222 3 5 1





Median Storage



Capacity 934 1429 244

v/c Ratio 0.23 0.14 0.04

95% Queue Length 0.5 0.0 0.1




Approach LOS A A C








Time Analyzed PM-Existing (No SB) Peak Hour Factor 0.95



Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0


Volume (veh/h) 255 271 4 1 268 320 8 7 1





Median Storage



Capacity 944 1270 121

v/c Ratio 0.43 0.11 0.13

95% Queue Length 1.2 0.0 0.4




Approach LOS A A E

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:18:17 AMPM Peak Hour (HCS)_No SB.xtw










Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 1 1 0 1 0 0 0 0


Volume (veh/h) 255 271 4 1 268 320 8 7 1





Median Storage



Capacity 944 1270 138

v/c Ratio 0.43 0.22 0.12

95% Queue Length 1.2 0.0 0.4


Level of Service (LOS) B A D


Approach LOS A A D

Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/26/2016 10:17:22 AMPM Peak Hour (HCS)_Alternative 1_No SB.xtw










Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 1 0 0 0 1 1 0 1 0 0 0 0


Volume (veh/h) 255 271 4 1 268 320 8 7 1





Median Storage



Capacity 950 1271 148

v/c Ratio 0.28 0.22 0.11

95% Queue Length 1.2 0.0 0.4


Level of Service (LOS) B A D


Approach LOS A A D











Lanes





Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12

Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 0 0


Volume (veh/h) 255 271 4 1 268 320 8 7 1





Median Storage



Capacity 944 1268 121

v/c Ratio 0.43 0.11 0.13

95% Queue Length 1.2 0.0 0.4




Approach LOS A A E


APPENDIX H Queue Analysis

Existing Year 2015 Queue Lengths (with SB ramp traffic volumes)

Floribraska Avenue Intersections Approach Movement

AM Queue Length

(vehicles per lane)

AM Queue Length

(feet per lane)

PM Queue Length

(vehicles per lane)

PM Queue Length

(feet per lane)

Elmore Avenue

(Existing)

Westbound Left 0.0 0 0.0 0

Northbound Thru 0.1 2.5 0.2 5

Southbound Left 3.4 85 2.9 72.5

Right 1.4 35 0.6 15

Elmore Avenue

(Alternative 1)




Right 1.7 42.5 0.6 15

Elmore Avenue

(Alternative 2)



Southbound Left 4.6 115 5.4 135

Right 1.7 42.5 0.6 15

Elmore Avenue

(Alternative 3)

Eastbound Thru 1.1 27.5 3.1 77.5

Right 2.1 52.5 0.0 0

Westbound Left 3.7 92.5 2.7 67.5

Thru 1.7 42.5 1.0 25

Northbound Thru 0.0 0 0.4 10


Thru 2.7 67.5 1.4 35

APPENDIX I Cost Estimates

111111-1-11-11PROJECT DESCRIPTION:

July 2016Completed Plans to District Specs

HillsboroughJanuary 13, 2016

EE_03-15_Rev231 of 3

$17,121.59$2,128.92

$19,250.515% $962.53

$20,213.03 7% $1,414.91

$21,627.9515% $3,244.19

$24,872.14

$24,872.14

NOTES:

PHONE NUMBER:

SUB-TOTAL

SUB-TOTAL

800 - ARCHITECTURAL

500 - SIGNALIZATIONNOT USED

NOT USED100 - STRUCTURES

900 - MASS TRANSIT

NOT USED550 - ITS

NOT USED

ENGINEER'S ESTIMATEFLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 7

PAGE NUMBER:

COUNTY:

CONTACT NAME:

I-275 AT FLORIBRASKA AVE. - ALT. 1 WB ONLY OPTION

PAY ITEM SPEC YEAR:

SUBMITTAL TYPE:

FILE VERSION:

DATE:

FINANCIAL PROJECT ID # :

ENGINEERING CONSULTANT FIRM:

(102-1) MOT (Maintenance of Traffic)

PROJECT GRAND TOTAL

PU (Project Unknowns)

SUB-TOTAL

(999-25) Initial Contingency (Do Not Bid)

600 - LANDSCAPE / PERIPHERALS

400 - LIGHTING

1000 - INVALID & OTHER ITEMSCOMPONENT SUB-TOTAL

NOT USED

(101-1) MOB (Mobilization)

NOT USED

300 - SIGNING & PAVEMENT MARKINGS200 - ROADWAY

COMPONENT GROUPS

NOT USED

NOT USED

NOT USED

700 - UTILITIES

FDOT-D7 F:\PROJECT\I275_Floribraska\CADD\roadway\EE_Alternative1_WBOpt.xlsm 1/13/2016

PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY 13-Jan-16 TOTAL COST0101 1 MOBILIZATION 7%0102 1 MAINTENANCE OF TRAFFIC 5%0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 0110 1 1 CLEARING & GRUBBING LS 1 $3,642.03 $3,642.030425 1351 INLETS, CURB, TYPE P-5, <10' EA 1 $3,957.19 $3,957.190430175118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 100 $52.01 $5,201.000520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 94 $17.97 $1,689.180522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 49 $31.42 $1,539.580527 2 DETECTABLE WARNINGS SF 37 $29.53 $1,092.61

$17,121.59

FILE VERSION: EE_03-15_Rev23 2 of 3


111111-1-11-11FINANCIAL PROJECT ID:

PAGE NUMBER:

COMPONENT TOTAL

See Summary SheetSee Summary Sheet


PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY 13-Jan-16 TOTAL COST0700 1 11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 2 $340.78 $681.560711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 2 $92.66 $185.320711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 $48.00 $96.000711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 486 $1.04 $505.440711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AN LF 153 $2.62 $400.860711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND LF 53 $3.55 $188.150711 16131 THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3 GM 0.067 $1,068.47 $71.59

$2,128.92COMPONENT TOTAL


111111-1-11-11FINANCIAL PROJECT ID:FILE VERSION: EE_03-15_Rev23

3 of 3 PAGE NUMBER:





EE_03-15_Rev231 of 1

$32,162.99$4,025.97

$36,188.965% $1,809.45

$37,998.41 7% $2,659.89

$40,658.3015% $6,098.74

$46,757.04

$46,757.04

NOTES:


400 - LIGHTING


NOT USED


NOT USED


COMPONENT GROUPS

NOT USED

NOT USED

NOT USED

700 - UTILITIES


PROJECT GRAND TOTAL


SUB-TOTAL



PAGE NUMBER:

COUNTY:

CONTACT NAME:

I-275 AT FLORIBRASKA AVE. - ALT. 2 WB & EB OPTION

PAY ITEM SPEC YEAR:

SUBMITTAL TYPE:

FILE VERSION:

DATE:



PHONE NUMBER:

SUB-TOTAL

SUB-TOTAL

800 - ARCHITECTURAL



900 - MASS TRANSIT

NOT USED550 - ITS

NOT USED

FDOT-D7 F:\PROJECT\I275_Floribraska\CADD\roadway\EE_Alternative2_WB_EBOpt.xlsm 1/13/2016

PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST0101 1 MOBILIZATION 7%0102 1 MAINTENANCE OF TRAFFIC 5%0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 0110 1 1 CLEARING & GRUBBING LS 1 $7,284.06 $7,284.060425 1351 INLETS, CURB, TYPE P-5, <10' EA 2 $3,957.19 $7,914.380430175118 PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF 200 $52.01 $10,402.000520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 152 $17.97 $2,731.440522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 74 $31.42 $2,325.080527 2 DETECTABLE WARNINGS SF 51 $29.53 $1,506.03



FILE VERSION: EE_03-15_Rev23



PAGE NUMBER:


PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST0700 1 11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 4 $340.78 $1,363.120711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 4 $92.66 $370.640711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 4 $48.00 $192.000711 11122 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" LF 941 $1.04 $978.640711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AN LF 311 $2.62 $814.820711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND LF 53 $3.55 $188.150711 16131 THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3 GM 0.111 $1,068.47 $118.60




PAGE NUMBER:





EE_03-15_Rev231 of 3

$8,088.78$1,737.71

$184,024.94

$193,851.435% $9,692.57

$203,544.00 7% $14,248.08

$217,792.0815% $32,668.81

$250,460.89

$250,460.89

NOTES:


400 - LIGHTING


NOT USED


NOT USED


COMPONENT GROUPS

NOT USED

NOT USED

700 - UTILITIES


PROJECT GRAND TOTAL


SUB-TOTAL



PAGE NUMBER:

COUNTY:

CONTACT NAME:

I-275 AT FLORIBRASKA AVE. - ALT. 3 Signal Improvements

PAY ITEM SPEC YEAR:

SUBMITTAL TYPE:

FILE VERSION:

DATE:



PHONE NUMBER:

SUB-TOTAL

SUB-TOTAL

800 - ARCHITECTURAL



900 - MASS TRANSIT

NOT USED550 - ITS

NOT USED

FDOT-D7 F:\PROJECT\I275_Floribraska\CADD\roadway\EE_Alternative3_Signals.xlsm 1/13/2016

PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY 13-Jan-16 TOTAL COST0101 1 MOBILIZATION 7%0102 1 MAINTENANCE OF TRAFFIC 5%0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID LS 0110 1 1 CLEARING & GRUBBING LS 1 $3,642.03 $3,642.030520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 75 $17.97 $1,347.750522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 46 $31.42 $1,445.320527 2 DETECTABLE WARNINGS SF 56 $29.53 $1,653.68



FILE VERSION: EE_03-15_Rev23 2 of 3



PAGE NUMBER:


PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY 13-Jan-16 TOTAL COST0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AN LF 299 $1.04 $310.960711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND LF 388 $3.55 $1,377.400711 16111 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" NM 0.001 $3,207.09 $3.210711 16211 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" NM 0.014 $3,295.88 $46.14




3 of 3 PAGE NUMBER:


PAY ITEM # ITEM DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST0630 2 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 75 $5.65 $423.750630 2 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 65 $15.40 $1,001.000632 7 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH PI 1 $4,153.91 $4,153.910635 2 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 13 $491.85 $6,394.050639 1123 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER NOT REQ AS 1 $1,870.57 $1,870.570639 2 1 ELECTRICAL SERVICE WIRE LF 115 $3.89 $447.350639 3 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 $874.73 $874.730641 2 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 $1,119.60 $1,119.600646 1 11 ALUMINUM SIGNALS POLE, PEDESTAL EA 6 $912.70 $5,476.200649 31999 MAST ARM,F&I, CUSTOM WIND SPEED, CUSTOM ARM LENGTH(S) EA 2 $42,492.67 $84,985.340650 1 14 TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 8 $969.13 $7,753.040653 1 11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 6 $596.91 $3,581.460660 4 12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GR EA 4 $4,807.40 $19,229.600665 1 11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 6 $197.70 $1,186.200670 5110 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA AS 1 $23,345.66 $23,345.660685106 SYSTEM AUXILIARIES, F&I, UNINTERRUPTIBLE POWER SOURCE EA 1 $5,486.80 $5,486.800700 5 22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MO EA 4 $3,066.05 $12,264.200715 1 11 LIGHTING CONDUCTORS, F&I, INSULATED, NO. 10 OR < LF 450 $1.05 $472.500715 5 11 LUMINAIRE & BRACKET ARM, F&I, ALUMINUM EA 2 $1,979.49 $3,958.98




PAGE NUMBER:


APPENDIX J Traffic Signal

Warrant Study

of 10

Florida Department of Transportation

District 7 – Traffic Operations Office

I-275 (S.R. 93) at Floribraska Ave. Southbound Off Ramp

TRAFFIC SIGNAL WARRANT STUDY

This report summarizes a traffic signal warrant study prepared for the intersection of I-275 (S.R. 93) at

Floribraska Ave. southbound off ramp intersection located in Hillsborough County within the limits of the

City of Tampa. Traffic Signal warrants were evaluated as specified in the Manual on Uniform Traffic

Control Devices (MUTCD, Federal Highway Administration, 2009) in consideration of existing traffic

conditions at the subject intersection. The MUTCD is the definitive publication used nationally for the

application of all traffic control devices, and is established in Florida Statutes as the state’s official

guidebook for those purposes.

Existing Conditions

At this location, Floribraska Ave. serves as Exit 46 A for Interstate-275 southbound. At the ramp termini,

Floribraska Ave. intersects with Elmore Ave. and both roads fall within the jurisdiction of the City of Tampa

but the intersection itself falls within the Limited Access jurisdiction of the Florida Department of

Transportation.

Floribraska Ave. is a four-lane two-ways undivided roadway and the southbound off-ramp merges with N

Elmore Ave. as it approaches Floribraska Ave. N. Elmore Ave. is a two-lane one way street. Floribraska

Ave. has a posted speed limit of 30 mph as it approaches the intersection. The general intersection site

location is shown in the next page as Picture 1. Pictures 2 through 4 show an aerial view and each of the

approaches at the intersection. They can be seen in the subsequent pages.

of 10



Picture 1: I-275 at Floribraska Ave. intersection Site Location

of 10



Picture 2: Aerial View of I-275 and Floribraska Ave. Exit

N

of 10



Picture 3: Traveling southbound along exit ramp 241 A approaching Floribraska Ave.

Picture 4: Traveling eastbound along Floribraska Ave. at intersection with Elmore Ave.

of 10



There are signalized intersections at Floribraska Ave. and Nebraska Ave. approximately 840 feet to the

east and at Floribraska Ave. and N. Florida Ave. approximately 1,725 feet west of the intersection. The

subject intersection is located is an urban area within the limits of the City of Tampa. There are sight

distance obstructions as vehicles approach the intersection from the ramp due to the presence of bridge

structural piles, as can be seen in Picture 5.

Picture 5: Sight Obstruction caused by the presence of structural bridge components

of 10



Traffic Volumes

Turning movement counts were collected on September 9th and 10th, 2015 and shows vehicular volumes

along Floribraska Ave. ranging between 336 and 740 vehicles per hour for the eight highest hours of the

day and between 169 and 253 vehicles per hour for the eight highest hours of the day for the southbound

off-ramp approach. The turning movement count is provided in Appendix A.

Crash Analysis

The MUTCD has provisions for signals to be installed if in a 12 month period there are five or more crashes

of the type that might be prevented by installing a signal (angle crashes). Crash data was gathered using

the Department’s Crash Database Management System which is populated with long-form crash reports

from local law enforcement agencies. Between January 1, 2011 through December, 2014 there is an

average of nine correctible crashes per year that have occurred at the intersection. A summary of the

correctible crashes is provided in the table below:

2011 2012 2013 2014 Total Average

5 6 8 17 36 9.0 correctible

crashes per year

MUTCD Traffic Signal Warrant Evaluation

Although the FDOT can approve new traffic signals using only Warrant 1, all of the warrants were

evaluated at this intersection. Floribraska Ave. is the major street with two lanes approaching in each

of 10



direction. The posted speed limit is lower than 40 mph; however, based on information gathered from

reviewing the crash reports, operational speeds are close to 40 mph; therefore, the 70% criteria was used

for this signal warrant evaluation.

Warrant 1A: Eight-Hour Vehicular Volume – Minimum Vehicular Volume

This warrant is intended for application at locations where a large volume of intersecting traffic is the

principal reason to consider installing a traffic signal. The major street averaged a combined volume of

505 vehicles per hour, meeting the 80% / 56% condition of minimum vehicular warrant for the highest

eight hours that were counted. The minor street left turn and thru traffic averaged 214 vehicles per hour

for the highest eight hours that were counted, exceeding the minimum criteria for considering

signalization. Warrant 1A is satisfied.

Warrant 1B: Eight-Hour Vehicular Volume – Interruption of Continuous Traffic

This warrant is intended for application at locations where Condition A is not satisfied and where the

traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers excessive

delay or conflict in entering or crossing the major street. Since Warrant 1A is 80%/56% satisfied, then

Warrant 1B is not applicable for this signal warrant analysis. In addition, no excessive delay experienced

by the side street was observed during the field evaluation.

Warrant 2: Four-Hour Vehicular Volume

This warrant is intended to be applied where the volume of intersecting traffic is the principal reason to

consider installing a traffic signal. This warrant is satisfied when all of the four points representing traffic

volume is plotted above the applicable line on Figure 4C-2 of the MUTCD (Appendix B). The major street

of 10



averaged a combined volume of 437 vehicles per hour and the minor street averaged 236 vehicles per

hour for four hours of an average day. Warrant 2 is not met.

Warrant 3: Peak-Hour

This warrant is intended for use at a location where traffic conditions are such that for a minimum of one

hour of an average day, the minor street traffic suffers undue delay when entering or crossing the major

street. The MUTCD states this warrant shall only be used in unusual cases, such as office complexes,

manufacturing plants, industrial complexes, or high-occupancy vehicle facilities that attract or discharge

large numbers of vehicles over a short time. This warrant is not applicable at this intersection.

Warrant 4: Pedestrian Volume

This warrant is intended for application where the traffic volume on a major street is so heavy that

pedestrians experience excessive delay in crossing the major street. The turning movement counts

collected on September 9th and 10th, 2015 do not show major pedestrian activity at the intersection.

Therefore this warrant is not met at this intersection.

Warrant 5: School Crossing

This warrant is intended for application where the fact that schoolchildren cross the major street is the

principal reason to consider installing a traffic signal. The MUTCD states that for the purposes of this

warrant, “schoolchildren” includes elementary through high school students. This would not apply to this

of 10



location since there are no schools in the proximity of the intersection. Therefore, this warrant does not

apply for this intersection.

Warrant 6: Coordinated Signal System

This warrant is intended for application where the installation of a traffic signal would help to maintain

proper vehicle platooning in a coordinated signal system. Therefore, this warrant is not applicable for this

intersection.

Warrant 7: Crash Experience

This warrant is intended for application where the severity and frequency of crashes are the principal

reasons to consider installing a traffic signal. The warrant is satisfied if Warrant 1, Conditions A & B are

80% satisfied, adequate trial of remedial measures has failed to reduce crash frequency, and five or more

reported crashes, of types susceptible to correction by signal, have occurred within a 12 month period.

The review of the crash data shows an average of nine correctible crashes (angle crashes) occurring at the

intersection.

Additional signing was requested to be installed by the City of Tampa for westbound traffic as it

approaches the intersection and the alternative measure have not provided a reduction in angle crashes.

Therefore, the crash experience warrant is met due to the frequency and severity of crashes and the

volumes coming from the southbound off ramp. The crash experience warrant is met and a traffic signal

installation at the ramp termini is recommended.

of 10



Warrant 8: Roadway Network

This warrant is intended for application where installing a traffic signal may encourage concentration and

organization of traffic flow on a roadway network. It should be considered if an engineering study finds

that the common intersection of two or more major routes meets certain numerical volume criteria.

This warrant is not applicable in this case since traffic concentration is not expected to increase much

since the area is completely developed.

Warrant 9: Intersection near a Grade Crossing

This warrant is intended for use at a location where none of the conditions described in the other eight

traffic warrants are met, but the proximity to the intersection of a grade crossing on an intersection

approach controlled by a STOP or YIELD sign is the principal reason to consider signalization. This

intersection is not in close proximity to a grade crossing; therefore, the warrant is not applicable.

Conclusion

This report summarizes the observations and analysis of Florida Department of Transportation traffic

engineers. Additional safety countermeasures were recommended but the severity and frequency of

crashes did not decrease.

By following the criteria outlined in the Federal Highway Administration’s Manual on Uniform Traffic

Control Devices, the FDOT has concluded that a traffic signal at the intersection of I-275 and the

southbound off ramp for Floribraska Ave. is warranted.



Appendix A

Turning Movement Counts

TRAFFIC COUNTS

TASK 8.7a - 8-HOUR VIDEO TURNING MOVEMENT COUNT

Floribraska Avenue at SB I-275 Off-Ramp/Elmore Avenue

Section 10320-156 ; Milepost 0.716

Hillsborough County

Districtwide Traffic Data Collection

Financial Project No.: 434372-1-32-01

Contract No.: C-9E12

Assignment No. 105 (TWO #7)

Prepared for:


District Seven Traffic Operations

11201 N. McKinley Drive

Tampa, FL 33612

September 2015

Date: Count Times:

Direction: E-W Speed Limit: 30

Direction: N-S Speed Limit: 25

Weather:

Aerial Photograph:

Hillsborough

6AM-6AM

City/County:

Turning Movement Count

Field Data Sheet & Sketch

Fair

Major Street:

Minor Street:

September 9-10, 2015

Floribraska Ave

Elmore Ave/I-275 Off Ramp

CAM




ELMORE STSouthbound





00:00 5 1 5 0 11 0 4 0 0 4 0 0 2 0 2 0 14 0 0 14 3100:15 6 1 3 0 10 0 11 0 0 11 0 0 2 0 2 0 14 0 0 14 3700:30 7 3 4 0 14 0 7 0 0 7 0 0 2 0 2 0 5 0 0 5 2800:45 7 2 0 0 9 0 5 0 0 5 0 0 0 0 0 0 6 0 0 6 20Total 25 7 12 0 44 0 27 0 0 27 0 0 6 0 6 0 39 0 0 39 116

01:00 6 1 0 0 7 0 2 0 0 2 0 0 1 0 1 0 4 0 0 4 1401:15 4 2 2 0 8 0 6 0 0 6 0 0 1 0 1 0 6 0 0 6 2101:30 4 1 1 0 6 0 9 0 0 9 0 0 0 0 0 0 4 0 0 4 1901:45 3 1 1 0 5 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 11Total 17 5 4 0 26 0 20 0 0 20 0 0 2 0 2 0 17 0 0 17 65

02:00 7 1 2 0 10 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 1902:15 2 1 2 0 5 0 7 0 0 7 0 0 0 0 0 0 4 0 0 4 1602:30 6 0 2 0 8 0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 1702:45 3 1 1 0 5 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 11Total 18 3 7 0 28 0 22 0 0 22 0 0 0 0 0 0 13 0 0 13 63

03:00 3 1 1 0 5 1 0 0 0 1 0 0 1 0 1 0 4 0 0 4 1103:15 4 0 3 0 7 0 6 0 0 6 0 0 0 0 0 0 4 0 0 4 1703:30 6 1 2 0 9 0 3 0 0 3 0 0 0 0 0 0 5 1 0 6 1803:45 2 0 3 0 5 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 11Total 15 2 9 0 26 1 11 0 0 12 0 0 2 0 2 0 16 1 0 17 57

04:00 2 1 1 0 4 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 904:15 3 0 1 0 4 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 1204:30 2 1 1 0 4 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 704:45 11 1 3 0 15 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 22Total 18 3 6 0 27 0 11 0 0 11 0 0 1 0 1 0 11 0 0 11 50

05:00 13 1 2 0 16 0 2 0 0 2 0 0 1 0 1 0 6 0 0 6 2505:15 8 1 4 0 13 0 4 0 0 4 0 0 3 0 3 0 5 0 0 5 2505:30 13 4 5 0 22 0 8 0 0 8 0 0 2 0 2 0 8 0 0 8 4005:45 29 4 9 0 42 0 12 0 0 12 0 0 0 0 0 0 11 0 0 11 65Total 63 10 20 0 93 0 26 0 0 26 0 0 6 0 6 0 30 0 0 30 155

06:00 29 4 12 0 45 0 7 0 0 7 0 0 2 0 2 0 16 0 0 16 7006:15 41 7 11 0 59 0 22 0 0 22 1 0 0 0 1 0 17 0 0 17 9906:30 44 2 21 0 67 0 22 0 0 22 0 0 3 0 3 0 30 0 0 30 12206:45 79 5 27 0 111 1 35 0 0 36 0 0 4 0 4 0 31 0 0 31 182Total 193 18 71 0 282 1 86 0 0 87 1 0 9 0 10 0 94 0 0 94 473

07:00 66 10 33 0 109 1 49 0 0 50 0 0 3 0 3 0 43 0 0 43 20507:15 54 4 40 0 98 0 100 0 0 100 0 0 10 0 10 0 43 0 0 43 25107:30 58 6 45 0 109 3 92 0 0 95 0 0 11 0 11 0 60 0 0 60 27507:45 45 10 33 0 88 2 100 0 0 102 0 0 9 0 9 0 78 1 0 79 278Total 223 30 151 0 404 6 341 0 0 347 0 0 33 0 33 0 224 1 0 225 1009

08:00 49 13 40 0 102 3 69 0 0 72 0 0 2 0 2 0 50 0 0 50 22608:15 44 4 37 0 85 0 60 0 0 60 0 0 6 0 6 0 42 0 0 42 19308:30 45 5 38 0 88 2 48 0 0 50 0 0 5 0 5 0 36 0 0 36 17908:45 56 15 41 0 112 1 44 0 0 45 1 0 4 0 5 0 38 0 0 38 200Total 194 37 156 0 387 6 221 0 0 227 1 0 17 0 18 0 166 0 0 166 798

09:00 66 8 44 0 118 1 50 0 0 51 1 0 2 0 3 0 41 0 0 41 21309:15 53 4 29 0 86 0 40 0 0 40 0 0 3 0 3 0 40 0 0 40 16909:30 46 7 29 0 82 0 38 0 0 38 0 0 3 0 3 0 34 1 0 35 15809:45 34 7 31 0 72 2 34 0 0 36 1 0 2 0 3 0 43 0 0 43 154Total 199 26 133 0 358 3 162 0 0 165 2 0 10 0 12 0 158 1 0 159 694

10:00 43 4 30 0 77 1 32 0 0 33 0 0 6 0 6 0 31 0 0 31 14710:15 33 11 23 0 67 0 33 0 0 33 1 0 2 0 3 0 21 0 0 21 12410:30 23 9 29 0 61 1 22 0 0 23 0 0 7 0 7 0 28 0 0 28 119


TO762SG

Stamp

TO762SG

Stamp

TO762SG

Stamp

TO762SG

Stamp




ELMORE STSouthbound





10:45 34 6 26 0 66 0 47 0 0 47 0 0 2 0 2 0 44 1 0 45 160Total 133 30 108 0 271 2 134 0 0 136 1 0 17 0 18 0 124 1 0 125 550

11:00 24 5 26 0 55 1 29 0 0 30 0 0 4 0 4 0 38 0 0 38 12711:15 30 7 29 0 66 1 26 0 0 27 0 0 2 0 2 0 47 1 0 48 14311:30 33 9 20 0 62 0 38 0 0 38 0 0 0 0 0 0 34 0 0 34 13411:45 40 7 22 0 69 0 26 0 0 26 0 0 3 0 3 0 50 0 0 50 148Total 127 28 97 0 252 2 119 0 0 121 0 0 9 0 9 0 169 1 0 170 552

12:00 31 5 19 0 55 4 40 0 0 44 1 0 7 0 8 0 43 0 0 43 15012:15 34 6 22 0 62 1 30 0 0 31 0 0 6 0 6 0 35 0 0 35 13412:30 27 3 27 0 57 0 35 0 0 35 0 0 4 0 4 0 46 1 0 47 14312:45 32 3 18 0 53 0 29 0 0 29 0 0 4 0 4 0 46 0 0 46 132Total 124 17 86 0 227 5 134 0 0 139 1 0 21 0 22 0 170 1 0 171 559

13:00 46 5 23 0 74 0 30 0 0 30 1 0 7 0 8 0 34 1 0 35 14713:15 33 11 22 0 66 4 42 0 0 46 0 0 2 0 2 0 36 0 1 37 15113:30 54 14 23 0 91 1 35 0 0 36 0 0 3 0 3 0 39 1 0 40 17013:45 47 10 25 0 82 1 51 0 0 52 0 0 3 0 3 0 54 1 0 55 192Total 180 40 93 0 313 6 158 0 0 164 1 0 15 0 16 0 163 3 1 167 660

14:00 37 3 33 0 73 3 54 0 0 57 0 0 5 0 5 0 58 0 0 58 19314:15 29 9 37 0 75 2 50 0 0 52 0 0 6 0 6 0 60 0 0 60 19314:30 40 11 38 0 89 1 46 0 0 47 0 0 4 0 4 0 57 0 0 57 19714:45 43 7 27 0 77 0 32 0 0 32 0 0 10 0 10 0 70 1 0 71 190Total 149 30 135 0 314 6 182 0 0 188 0 0 25 0 25 0 245 1 0 246 773

15:00 34 8 25 0 67 1 48 0 0 49 0 0 9 0 9 0 70 0 0 70 19515:15 32 6 31 0 69 1 49 0 0 50 0 0 14 0 14 0 72 1 0 73 20615:30 29 7 30 0 66 2 40 0 0 42 0 0 7 0 7 0 90 0 0 90 20515:45 43 10 25 0 78 0 61 0 0 61 0 0 7 0 7 0 72 0 0 72 218Total 138 31 111 0 280 4 198 0 0 202 0 0 37 0 37 0 304 1 0 305 824

16:00 37 8 21 0 66 3 58 0 0 61 0 0 4 0 4 0 95 0 0 95 22616:15 35 13 27 0 75 3 46 0 0 49 0 0 10 0 10 0 79 0 0 79 21316:30 44 7 26 0 77 1 60 0 0 61 0 0 4 0 4 0 96 0 0 96 23816:45 53 7 26 0 86 1 59 0 0 60 0 0 9 0 9 0 105 0 0 105 260Total 169 35 100 0 304 8 223 0 0 231 0 0 27 0 27 0 375 0 0 375 937

17:00 35 2 21 0 58 1 72 0 0 73 0 0 5 0 5 0 140 0 0 140 27617:15 52 4 19 0 75 1 58 0 0 59 1 0 9 0 10 0 115 0 0 115 25917:30 45 5 24 0 74 0 75 0 0 75 0 0 12 0 12 0 116 0 0 116 27717:45 69 4 31 0 104 3 58 0 0 61 0 0 7 0 7 0 101 0 0 101 273Total 201 15 95 0 311 5 263 0 0 268 1 0 33 0 34 0 472 0 0 472 1085

18:00 43 8 24 0 75 0 46 0 0 46 0 0 7 0 7 0 77 1 0 78 20618:15 50 6 13 0 69 2 52 0 0 54 0 0 12 0 12 0 69 1 0 70 20518:30 59 8 20 0 87 2 42 0 0 44 0 0 4 0 4 0 57 0 0 57 19218:45 54 5 19 0 78 0 38 0 0 38 0 0 10 0 10 0 61 0 0 61 187Total 206 27 76 0 309 4 178 0 0 182 0 0 33 0 33 0 264 2 0 266 790

19:00 35 10 17 0 62 1 38 0 0 39 0 0 8 0 8 0 45 1 0 46 15519:15 22 5 18 0 45 3 29 0 0 32 0 0 3 0 3 0 64 0 0 64 14419:30 25 3 12 0 40 0 32 0 0 32 0 0 2 0 2 0 44 0 0 44 11819:45 32 7 20 0 59 3 37 0 0 40 0 0 3 0 3 0 54 0 0 54 156Total 114 25 67 0 206 7 136 0 0 143 0 0 16 0 16 0 207 1 0 208 573

20:00 12 1 14 0 27 2 22 0 0 24 0 0 2 0 2 0 60 0 0 60 11320:15 33 5 24 0 62 3 33 0 0 36 0 0 2 0 2 0 43 3 0 46 14620:30 21 2 14 0 37 1 21 0 0 22 0 0 6 0 6 0 36 0 0 36 10120:45 19 5 14 0 38 0 36 0 0 36 0 0 6 0 6 0 42 0 0 42 122Total 85 13 66 0 164 6 112 0 0 118 0 0 16 0 16 0 181 3 0 184 482





ELMORE STSouthbound





21:00 17 7 12 0 36 1 22 0 0 23 0 0 2 0 2 0 36 0 0 36 9721:15 15 10 17 0 42 0 22 0 0 22 0 0 1 0 1 0 36 0 0 36 10121:30 24 4 8 0 36 0 20 0 0 20 0 0 5 0 5 0 28 0 0 28 8921:45 21 6 12 0 39 4 13 0 0 17 0 0 2 0 2 0 28 0 0 28 86Total 77 27 49 0 153 5 77 0 0 82 0 0 10 0 10 0 128 0 0 128 373

22:00 16 3 14 0 33 0 12 0 0 12 0 0 2 0 2 0 27 0 0 27 7422:15 20 7 6 0 33 1 14 0 0 15 0 0 5 0 5 0 12 0 0 12 6522:30 20 1 8 0 29 1 16 0 0 17 0 0 1 0 1 0 20 0 0 20 6722:45 15 3 8 0 26 0 8 0 0 8 0 0 2 1 3 0 18 0 0 18 55Total 71 14 36 0 121 2 50 0 0 52 0 0 10 1 11 0 77 0 0 77 261

23:00 10 8 3 0 21 0 16 0 0 16 0 0 1 0 1 0 20 0 0 20 5823:15 12 2 7 0 21 0 9 0 0 9 0 0 2 0 2 0 16 0 0 16 4823:30 15 6 3 0 24 0 7 0 0 7 0 0 0 0 0 0 14 0 0 14 4523:45 10 4 4 0 18 0 12 0 0 12 0 0 3 0 3 0 14 0 0 14 47Total 47 20 17 0 84 0 44 0 0 44 0 0 6 0 6 0 64 0 0 64 198

Grand Total 2786 493 1705 0 4984 79 2935 0 0 3014 8 0 361 1 370 0 3711 17 1 3729 12097Apprch % 55.9 9.9 34.2 0 2.6 97.4 0 0 2.2 0 97.6 0.3 0 99.5 0.5 0

Total % 23 4.1 14.1 0 41.2 0.7 24.3 0 0 24.9 0.1 0 3 0 3.1 0 30.7 0.1 0 30.8Passenger Vehicles 2723 474 1664 0 4861 77 2813 0 0 2890 7 0 352 1 360 0 3576 15 1 3592 11703% Passenger Vehicles 97.7 96.1 97.6 0 97.5 97.5 95.8 0 0 95.9 87.5 0 97.5 100 97.3 0 96.4 88.2 100 96.3 96.7Heavy Vehicles 63 19 41 0 123 2 122 0 0 124 1 0 9 0 10 0 135 2 0 137 394

% Heavy Vehicles 2.3 3.9 2.4 0 2.5 2.5 4.2 0 0 4.1 12.5 0 2.5 0 2.7 0 3.6 11.8 0 3.7 3.3

SB I-275 OFF RAMP / ELMORE STSouthbound




Start Time Left Thru Right U-Turns App. Total U-Turns App. Total U-Turns App. Total U-Turns App. Total Int. Total


07:15 54 4 40 0 98 0 100 0 0 100 0 0 10 0 10 0 43 0 0 43 25107:30 58 6 45 0 109 3 92 0 0 95 0 0 11 0 11 0 60 0 0 60 27507:45 45 10 33 0 88 2 100 0 0 102 0 0 9 0 9 0 78 1 0 79 27808:00 49 13 40 0 102 3 69 0 0 72 0 0 2 0 2 0 50 0 0 50 226

Total Volume 206 33 158 0 397 8 361 0 0 369 0 0 32 0 32 0 231 1 0 232 1030% App. Total 51.9 8.3 39.8 0 2.2 97.8 0 0 0 0 100 0 0 99.6 0.4 0

PHF .888 .635 .878 .000 .911 .667 .903 .000 .000 .904 .000 .000 .727 .000 .727 .000 .740 .250 .000 .734 .926


06:45 07:15 07:00 07:15+0 mins. 79 5 27 0 111 0 100 0 0 100 0 0 3 0 3 0 43 0 0 43

+15 mins. 66 10 33 0 109 3 92 0 0 95 0 0 10 0 10 0 60 0 0 60+30 mins. 54 4 40 0 98 2 100 0 0 102 0 0 11 0 11 0 78 1 0 79+45 mins. 58 6 45 0 109 3 69 0 0 72 0 0 9 0 9 0 50 0 0 50

Total Volume 257 25 145 0 427 8 361 0 0 369 0 0 33 0 33 0 231 1 0 232% App. Total 60.2 5.9 34 0 2.2 97.8 0 0 0 0 100 0 0 99.6 0.4 0


13:00 46 5 23 0 74 0 30 0 0 30 1 0 7 0 8 0 34 1 0 35 14713:15 33 11 22 0 66 4 42 0 0 46 0 0 2 0 2 0 36 0 1 37 15113:30 54 14 23 0 91 1 35 0 0 36 0 0 3 0 3 0 39 1 0 40 17013:45 47 10 25 0 82 1 51 0 0 52 0 0 3 0 3 0 54 1 0 55 192


PHF .833 .714 .930 .000 .860 .375 .775 .000 .000 .788 .250 .000 .536 .000 .500 .000 .755 .750 .250 .759 .859








Start Time LeftThr



13:00 13:00 12:00 11:15+0 mins. 46 5 23 0 74 0 30 0 0 30 1 0 7 0 8 0 47 1 0 48

+15 mins. 33 11 22 0 66 4 42 0 0 46 0 0 6 0 6 0 34 0 0 34+30 mins. 54 14 23 0 91 1 35 0 0 36 0 0 4 0 4 0 50 0 0 50+45 mins. 47 10 25 0 82 1 51 0 0 52 0 0 4 0 4 0 43 0 0 43



17:00 35 2 21 0 58 1 72 0 0 73 0 0 5 0 5 0 140 0 0 140 27617:15 52 4 19 0 75 1 58 0 0 59 1 0 9 0 10 0 115 0 0 115 25917:30 45 5 24 0 74 0 75 0 0 75 0 0 12 0 12 0 116 0 0 116 27717:45 69 4 31 0 104 3 58 0 0 61 0 0 7 0 7 0 101 0 0 101 273


PHF .728 .750 .766 .000 .748 .417 .877 .000 .000 .893 .250 .000 .688 .000 .708 .000 .843 .000 .000 .843 .979


17:45 17:00 14:45 16:45+0 mins. 69 4 31 0 104 1 72 0 0 73 0 0 10 0 10 0 105 0 0 105

+15 mins. 43 8 24 0 75 1 58 0 0 59 0 0 9 0 9 0 140 0 0 140+30 mins. 50 6 13 0 69 0 75 0 0 75 0 0 14 0 14 0 115 0 0 115+45 mins. 59 8 20 0 87 3 58 0 0 61 0 0 7 0 7 0 116 0 0 116

Total Volume 221 26 88 0 335 5 263 0 0 268 0 0 40 0 40 0 476 0 0 476% App. Total 66 7.8 26.3 0 1.9 98.1 0 0 0 0 100 0 0 100 0 0

PHF .801 .813 .710 .000 .805 .417 .877 .000 .000 .893 .000 .000 .714 .000 .714 .000 .850 .000 .000 .850




Groups Printed- Passenger VehiclesSB I-275 OFF RAMP /

ELMORE STSouthbound





00:00 5 1 5 0 11 0 4 0 0 4 0 0 2 0 2 0 14 0 0 14 3100:15 6 1 3 0 10 0 11 0 0 11 0 0 2 0 2 0 12 0 0 12 3500:30 7 3 4 0 14 0 7 0 0 7 0 0 2 0 2 0 5 0 0 5 2800:45 7 2 0 0 9 0 5 0 0 5 0 0 0 0 0 0 6 0 0 6 20Total 25 7 12 0 44 0 27 0 0 27 0 0 6 0 6 0 37 0 0 37 114

01:00 5 1 0 0 6 0 2 0 0 2 0 0 1 0 1 0 4 0 0 4 1301:15 4 2 2 0 8 0 5 0 0 5 0 0 1 0 1 0 6 0 0 6 2001:30 4 1 1 0 6 0 8 0 0 8 0 0 0 0 0 0 4 0 0 4 1801:45 3 1 1 0 5 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 11Total 16 5 4 0 25 0 18 0 0 18 0 0 2 0 2 0 17 0 0 17 62

02:00 7 1 2 0 10 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 1902:15 1 1 2 0 4 0 7 0 0 7 0 0 0 0 0 0 4 0 0 4 1502:30 6 0 2 0 8 0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 1702:45 3 1 1 0 5 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 9Total 17 3 7 0 27 0 20 0 0 20 0 0 0 0 0 0 13 0 0 13 60

03:00 3 1 1 0 5 1 0 0 0 1 0 0 1 0 1 0 4 0 0 4 1103:15 4 0 3 0 7 0 6 0 0 6 0 0 0 0 0 0 4 0 0 4 1703:30 6 1 2 0 9 0 3 0 0 3 0 0 0 0 0 0 5 1 0 6 1803:45 2 0 2 0 4 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 10Total 15 2 8 0 25 1 11 0 0 12 0 0 2 0 2 0 16 1 0 17 56

04:00 2 0 1 0 3 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 804:15 3 0 1 0 4 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 1104:30 2 1 1 0 4 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 704:45 10 1 2 0 13 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 19Total 17 2 5 0 24 0 10 0 0 10 0 0 1 0 1 0 10 0 0 10 45

05:00 13 1 2 0 16 0 2 0 0 2 0 0 1 0 1 0 5 0 0 5 2405:15 7 1 4 0 12 0 4 0 0 4 0 0 3 0 3 0 5 0 0 5 2405:30 12 4 5 0 21 0 8 0 0 8 0 0 2 0 2 0 7 0 0 7 3805:45 28 4 9 0 41 0 11 0 0 11 0 0 0 0 0 0 10 0 0 10 62Total 60 10 20 0 90 0 25 0 0 25 0 0 6 0 6 0 27 0 0 27 148

06:00 27 4 12 0 43 0 6 0 0 6 0 0 2 0 2 0 16 0 0 16 6706:15 41 6 10 0 57 0 20 0 0 20 1 0 0 0 1 0 16 0 0 16 9406:30 44 2 21 0 67 0 20 0 0 20 0 0 2 0 2 0 29 0 0 29 11806:45 79 5 25 0 109 1 32 0 0 33 0 0 4 0 4 0 29 0 0 29 175Total 191 17 68 0 276 1 78 0 0 79 1 0 8 0 9 0 90 0 0 90 454

07:00 64 10 33 0 107 1 47 0 0 48 0 0 3 0 3 0 43 0 0 43 20107:15 53 4 40 0 97 0 98 0 0 98 0 0 10 0 10 0 40 0 0 40 24507:30 58 6 44 0 108 3 91 0 0 94 0 0 11 0 11 0 59 0 0 59 27207:45 45 8 32 0 85 2 98 0 0 100 0 0 9 0 9 0 74 0 0 74 268Total 220 28 149 0 397 6 334 0 0 340 0 0 33 0 33 0 216 0 0 216 986

08:00 47 12 40 0 99 3 65 0 0 68 0 0 2 0 2 0 49 0 0 49 21808:15 43 4 34 0 81 0 59 0 0 59 0 0 6 0 6 0 39 0 0 39 18508:30 45 4 36 0 85 2 44 0 0 46 0 0 4 0 4 0 34 0 0 34 16908:45 52 15 39 0 106 1 41 0 0 42 0 0 4 0 4 0 36 0 0 36 188Total 187 35 149 0 371 6 209 0 0 215 0 0 16 0 16 0 158 0 0 158 760

09:00 66 8 42 0 116 1 48 0 0 49 1 0 2 0 3 0 38 0 0 38 20609:15 52 4 29 0 85 0 37 0 0 37 0 0 3 0 3 0 35 0 0 35 16009:30 46 6 29 0 81 0 36 0 0 36 0 0 3 0 3 0 32 1 0 33 15309:45 29 7 30 0 66 2 31 0 0 33 1 0 2 0 3 0 39 0 0 39 141Total 193 25 130 0 348 3 152 0 0 155 2 0 10 0 12 0 144 1 0 145 660

10:00 43 4 28 0 75 1 31 0 0 32 0 0 5 0 5 0 31 0 0 31 14310:15 31 11 20 0 62 0 31 0 0 31 1 0 2 0 3 0 19 0 0 19 11510:30 21 9 28 0 58 1 21 0 0 22 0 0 7 0 7 0 26 0 0 26 113





ELMORE STSouthbound





10:45 33 6 26 0 65 0 44 0 0 44 0 0 1 0 1 0 42 1 0 43 153Total 128 30 102 0 260 2 127 0 0 129 1 0 15 0 16 0 118 1 0 119 524

11:00 23 5 25 0 53 1 27 0 0 28 0 0 4 0 4 0 37 0 0 37 12211:15 29 7 28 0 64 1 25 0 0 26 0 0 2 0 2 0 45 1 0 46 13811:30 32 8 19 0 59 0 38 0 0 38 0 0 0 0 0 0 32 0 0 32 12911:45 39 7 22 0 68 0 24 0 0 24 0 0 3 0 3 0 48 0 0 48 143Total 123 27 94 0 244 2 114 0 0 116 0 0 9 0 9 0 162 1 0 163 532

12:00 31 5 19 0 55 4 38 0 0 42 1 0 7 0 8 0 43 0 0 43 14812:15 33 6 21 0 60 1 30 0 0 31 0 0 6 0 6 0 33 0 0 33 13012:30 27 3 27 0 57 0 32 0 0 32 0 0 4 0 4 0 44 1 0 45 13812:45 30 3 17 0 50 0 27 0 0 27 0 0 3 0 3 0 42 0 0 42 122Total 121 17 84 0 222 5 127 0 0 132 1 0 20 0 21 0 162 1 0 163 538

13:00 45 4 23 0 72 0 30 0 0 30 1 0 7 0 8 0 32 1 0 33 14313:15 33 10 21 0 64 2 40 0 0 42 0 0 2 0 2 0 32 0 1 33 14113:30 54 13 23 0 90 1 33 0 0 34 0 0 3 0 3 0 36 0 0 36 16313:45 44 10 23 0 77 1 47 0 0 48 0 0 3 0 3 0 52 1 0 53 181Total 176 37 90 0 303 4 150 0 0 154 1 0 15 0 16 0 152 2 1 155 628

14:00 32 3 31 0 66 3 53 0 0 56 0 0 5 0 5 0 55 0 0 55 18214:15 27 8 37 0 72 2 50 0 0 52 0 0 6 0 6 0 59 0 0 59 18914:30 40 10 38 0 88 1 44 0 0 45 0 0 4 0 4 0 54 0 0 54 19114:45 42 7 26 0 75 0 28 0 0 28 0 0 8 0 8 0 68 1 0 69 180Total 141 28 132 0 301 6 175 0 0 181 0 0 23 0 23 0 236 1 0 237 742

15:00 34 8 24 0 66 1 46 0 0 47 0 0 8 0 8 0 69 0 0 69 19015:15 31 6 31 0 68 1 46 0 0 47 0 0 14 0 14 0 68 1 0 69 19815:30 29 6 30 0 65 2 39 0 0 41 0 0 7 0 7 0 87 0 0 87 20015:45 43 10 24 0 77 0 58 0 0 58 0 0 7 0 7 0 72 0 0 72 214Total 137 30 109 0 276 4 189 0 0 193 0 0 36 0 36 0 296 1 0 297 802

16:00 36 8 20 0 64 3 56 0 0 59 0 0 4 0 4 0 92 0 0 92 21916:15 30 12 25 0 67 3 43 0 0 46 0 0 10 0 10 0 78 0 0 78 20116:30 42 7 26 0 75 1 56 0 0 57 0 0 4 0 4 0 92 0 0 92 22816:45 52 5 26 0 83 1 57 0 0 58 0 0 9 0 9 0 104 0 0 104 254Total 160 32 97 0 289 8 212 0 0 220 0 0 27 0 27 0 366 0 0 366 902

17:00 35 2 21 0 58 1 69 0 0 70 0 0 5 0 5 0 137 0 0 137 27017:15 51 3 19 0 73 1 56 0 0 57 1 0 9 0 10 0 112 0 0 112 25217:30 45 5 24 0 74 0 74 0 0 74 0 0 12 0 12 0 113 0 0 113 27317:45 68 4 31 0 103 3 58 0 0 61 0 0 7 0 7 0 98 0 0 98 269Total 199 14 95 0 308 5 257 0 0 262 1 0 33 0 34 0 460 0 0 460 1064

18:00 42 8 23 0 73 0 45 0 0 45 0 0 7 0 7 0 76 1 0 77 20218:15 50 6 13 0 69 2 51 0 0 53 0 0 12 0 12 0 68 1 0 69 20318:30 59 7 20 0 86 2 42 0 0 44 0 0 4 0 4 0 56 0 0 56 19018:45 54 5 19 0 78 0 36 0 0 36 0 0 10 0 10 0 57 0 0 57 181Total 205 26 75 0 306 4 174 0 0 178 0 0 33 0 33 0 257 2 0 259 776

19:00 35 10 17 0 62 1 36 0 0 37 0 0 8 0 8 0 44 1 0 45 15219:15 22 5 18 0 45 3 28 0 0 31 0 0 3 0 3 0 62 0 0 62 14119:30 25 3 12 0 40 0 31 0 0 31 0 0 2 0 2 0 43 0 0 43 11619:45 32 7 20 0 59 3 36 0 0 39 0 0 3 0 3 0 54 0 0 54 155Total 114 25 67 0 206 7 131 0 0 138 0 0 16 0 16 0 203 1 0 204 564

20:00 12 1 14 0 27 2 22 0 0 24 0 0 2 0 2 0 55 0 0 55 10820:15 33 5 24 0 62 3 31 0 0 34 0 0 2 0 2 0 43 3 0 46 14420:30 21 2 14 0 37 1 21 0 0 22 0 0 6 0 6 0 36 0 0 36 10120:45 19 5 14 0 38 0 34 0 0 34 0 0 6 0 6 0 41 0 0 41 119Total 85 13 66 0 164 6 108 0 0 114 0 0 16 0 16 0 175 3 0 178 472





ELMORE STSouthbound





21:00 17 7 11 0 35 1 21 0 0 22 0 0 2 0 2 0 35 0 0 35 9421:15 15 10 17 0 42 0 22 0 0 22 0 0 1 0 1 0 35 0 0 35 10021:30 23 4 8 0 35 0 19 0 0 19 0 0 5 0 5 0 28 0 0 28 8721:45 21 6 12 0 39 4 13 0 0 17 0 0 2 0 2 0 25 0 0 25 83Total 76 27 48 0 151 5 75 0 0 80 0 0 10 0 10 0 123 0 0 123 364

22:00 16 3 14 0 33 0 10 0 0 10 0 0 1 0 1 0 27 0 0 27 7122:15 20 7 6 0 33 1 14 0 0 15 0 0 5 0 5 0 12 0 0 12 6522:30 20 1 8 0 29 1 16 0 0 17 0 0 1 0 1 0 19 0 0 19 6622:45 14 3 8 0 25 0 8 0 0 8 0 0 2 1 3 0 18 0 0 18 54Total 70 14 36 0 120 2 48 0 0 50 0 0 9 1 10 0 76 0 0 76 256

23:00 10 8 3 0 21 0 15 0 0 15 0 0 1 0 1 0 19 0 0 19 5623:15 12 2 7 0 21 0 9 0 0 9 0 0 2 0 2 0 15 0 0 15 4723:30 15 6 3 0 24 0 7 0 0 7 0 0 0 0 0 0 14 0 0 14 4523:45 10 4 4 0 18 0 11 0 0 11 0 0 3 0 3 0 14 0 0 14 46Total 47 20 17 0 84 0 42 0 0 42 0 0 6 0 6 0 62 0 0 62 194

Grand Total 2723 474 1664 0 4861 77 2813 0 0 2890 7 0 352 1 360 0 3576 15 1 3592 11703Apprch % 56 9.8 34.2 0 2.7 97.3 0 0 1.9 0 97.8 0.3 0 99.6 0.4 0

Total % 23.3 4.1 14.2 0 41.5 0.7 24 0 0 24.7 0.1 0 3 0 3.1 0 30.6 0.1 0 30.7

SB I-275 OFF RAMP / ELMOREST

Southbound






07:15 53 4 40 0 97 0 98 0 0 98 0 0 10 0 10 0 40 0 0 40 24507:30 58 6 44 0 108 3 91 0 0 94 0 0 11 0 11 0 59 0 0 59 27207:45 45 8 32 0 85 2 98 0 0 100 0 0 9 0 9 0 74 0 0 74 26808:00 47 12 40 0 99 3 65 0 0 68 0 0 2 0 2 0 49 0 0 49 218

Total Volume 203 30 156 0 389 8 352 0 0 360 0 0 32 0 32 0 222 0 0 222 1003% App. Total 52.2 7.7 40.1 0 2.2 97.8 0 0 0 0 100 0 0 100 0 0

PHF .875 .625 .886 .000 .900 .667 .898 .000 .000 .900 .000 .000 .727 .000 .727 .000 .750 .000 .000 .750 .922


06:45 07:15 07:00 07:15+0 mins. 79 5 25 0 109 0 98 0 0 98 0 0 3 0 3 0 40 0 0 40

+15 mins. 64 10 33 0 107 3 91 0 0 94 0 0 10 0 10 0 59 0 0 59+30 mins. 53 4 40 0 97 2 98 0 0 100 0 0 11 0 11 0 74 0 0 74+45 mins. 58 6 44 0 108 3 65 0 0 68 0 0 9 0 9 0 49 0 0 49

Total Volume 254 25 142 0 421 8 352 0 0 360 0 0 33 0 33 0 222 0 0 222% App. Total 60.3 5.9 33.7 0 2.2 97.8 0 0 0 0 100 0 0 100 0 0


13:00 45 4 23 0 72 0 30 0 0 30 1 0 7 0 8 0 32 1 0 33 14313:15 33 10 21 0 64 2 40 0 0 42 0 0 2 0 2 0 32 0 1 33 14113:30 54 13 23 0 90 1 33 0 0 34 0 0 3 0 3 0 36 0 0 36 16313:45 44 10 23 0 77 1 47 0 0 48 0 0 3 0 3 0 52 1 0 53 181


PHF .815 .712 .978 .000 .842 .500 .798 .000 .000 .802 .250 .000 .536 .000 .500 .000 .731 .500 .250 .731 .867








Start Time LeftThr



13:00 13:00 11:45 11:15+0 mins. 45 4 23 0 72 0 30 0 0 30 0 0 3 0 3 0 45 1 0 46

+15 mins. 33 10 21 0 64 2 40 0 0 42 1 0 7 0 8 0 32 0 0 32+30 mins. 54 13 23 0 90 1 33 0 0 34 0 0 6 0 6 0 48 0 0 48+45 mins. 44 10 23 0 77 1 47 0 0 48 0 0 4 0 4 0 43 0 0 43



17:00 35 2 21 0 58 1 69 0 0 70 0 0 5 0 5 0 137 0 0 137 27017:15 51 3 19 0 73 1 56 0 0 57 1 0 9 0 10 0 112 0 0 112 25217:30 45 5 24 0 74 0 74 0 0 74 0 0 12 0 12 0 113 0 0 113 27317:45 68 4 31 0 103 3 58 0 0 61 0 0 7 0 7 0 98 0 0 98 269


PHF .732 .700 .766 .000 .748 .417 .868 .000 .000 .885 .250 .000 .688 .000 .708 .000 .839 .000 .000 .839 .974


17:45 17:00 17:30 16:45+0 mins. 68 4 31 0 103 1 69 0 0 70 0 0 12 0 12 0 104 0 0 104

+15 mins. 42 8 23 0 73 1 56 0 0 57 0 0 7 0 7 0 137 0 0 137+30 mins. 50 6 13 0 69 0 74 0 0 74 0 0 7 0 7 0 112 0 0 112+45 mins. 59 7 20 0 86 3 58 0 0 61 0 0 12 0 12 0 113 0 0 113

Total Volume 219 25 87 0 331 5 257 0 0 262 0 0 38 0 38 0 466 0 0 466% App. Total 66.2 7.6 26.3 0 1.9 98.1 0 0 0 0 100 0 0 100 0 0

PHF .805 .781 .702 .000 .803 .417 .868 .000 .000 .885 .000 .000 .792 .000 .792 .000 .850 .000 .000 .850




Groups Printed- Heavy VehiclesSB I-275 OFF RAMP /

ELMORE STSouthbound





00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 200:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2

01:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 101:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 101:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3

02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2Total 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3

03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:45 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1Total 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

04:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 104:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:45 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3Total 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 5

05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 105:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105:30 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 205:45 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3Total 3 0 0 0 3 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 7

06:00 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 306:15 0 1 1 0 2 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 506:30 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 1 0 0 1 406:45 0 0 2 0 2 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 7Total 2 1 3 0 6 0 8 0 0 8 0 0 1 0 1 0 4 0 0 4 19

07:00 2 0 0 0 2 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 407:15 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 607:30 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 307:45 0 2 1 0 3 0 2 0 0 2 0 0 0 0 0 0 4 1 0 5 10Total 3 2 2 0 7 0 7 0 0 7 0 0 0 0 0 0 8 1 0 9 23

08:00 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 808:15 1 0 3 0 4 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 808:30 0 1 2 0 3 0 4 0 0 4 0 0 1 0 1 0 2 0 0 2 1008:45 4 0 2 0 6 0 3 0 0 3 1 0 0 0 1 0 2 0 0 2 12Total 7 2 7 0 16 0 12 0 0 12 1 0 1 0 2 0 8 0 0 8 38

09:00 0 0 2 0 2 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 709:15 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 909:30 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 509:45 5 0 1 0 6 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 13Total 6 1 3 0 10 0 10 0 0 10 0 0 0 0 0 0 14 0 0 14 34

10:00 0 0 2 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 410:15 2 0 3 0 5 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 910:30 2 0 1 0 3 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 6





ELMORE STSouthbound





10:45 1 0 0 0 1 0 3 0 0 3 0 0 1 0 1 0 2 0 0 2 7Total 5 0 6 0 11 0 7 0 0 7 0 0 2 0 2 0 6 0 0 6 26

11:00 1 0 1 0 2 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 511:15 1 0 1 0 2 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 511:30 1 1 1 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 511:45 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 5Total 4 1 3 0 8 0 5 0 0 5 0 0 0 0 0 0 7 0 0 7 20

12:00 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 212:15 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 412:30 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 512:45 2 0 1 0 3 0 2 0 0 2 0 0 1 0 1 0 4 0 0 4 10Total 3 0 2 0 5 0 7 0 0 7 0 0 1 0 1 0 8 0 0 8 21

13:00 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 413:15 0 1 1 0 2 2 2 0 0 4 0 0 0 0 0 0 4 0 0 4 1013:30 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 713:45 3 0 2 0 5 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 11Total 4 3 3 0 10 2 8 0 0 10 0 0 0 0 0 0 11 1 0 12 32

14:00 5 0 2 0 7 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 1114:15 2 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 414:30 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 614:45 1 0 1 0 2 0 4 0 0 4 0 0 2 0 2 0 2 0 0 2 10Total 8 2 3 0 13 0 7 0 0 7 0 0 2 0 2 0 9 0 0 9 31

15:00 0 0 1 0 1 0 2 0 0 2 0 0 1 0 1 0 1 0 0 1 515:15 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 815:30 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 515:45 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4Total 1 1 2 0 4 0 9 0 0 9 0 0 1 0 1 0 8 0 0 8 22

16:00 1 0 1 0 2 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 716:15 5 1 2 0 8 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 1216:30 2 0 0 0 2 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 1016:45 1 2 0 0 3 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 6Total 9 3 3 0 15 0 11 0 0 11 0 0 0 0 0 0 9 0 0 9 35

17:00 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 617:15 1 1 0 0 2 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 717:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 417:45 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 4Total 2 1 0 0 3 0 6 0 0 6 0 0 0 0 0 0 12 0 0 12 21

18:00 1 0 1 0 2 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 418:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 218:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 218:45 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 6Total 1 1 1 0 3 0 4 0 0 4 0 0 0 0 0 0 7 0 0 7 14

19:00 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 319:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 319:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 219:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1Total 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 9

20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 520:15 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 220:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 020:45 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3Total 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 6 0 0 6 10





ELMORE STSouthbound





21:00 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 321:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 121:30 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 221:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3Total 1 0 1 0 2 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 9

22:00 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 322:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 022:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 122:45 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1Total 1 0 0 0 1 0 2 0 0 2 0 0 1 0 1 0 1 0 0 1 5

23:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 223:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 123:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 023:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1Total 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 4

Grand Total 63 19 41 0 123 2 122 0 0 124 1 0 9 0 10 0 135 2 0 137 394Apprch % 51.2 15.4 33.3 0 1.6 98.4 0 0 10 0 90 0 0 98.5 1.5 0

Total % 16 4.8 10.4 0 31.2 0.5 31 0 0 31.5 0.3 0 2.3 0 2.5 0 34.3 0.5 0 34.8

SB I-275 OFF RAMP / ELMOREST

Southbound




Start Time Left Thru Right U-Turns App. Total Right U-Turns App. Total Right U-Turns App. Total Right U-Turns App. Total Int. Total


08:00 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 808:15 1 0 3 0 4 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 808:30 0 1 2 0 3 0 4 0 0 4 0 0 1 0 1 0 2 0 0 2 1008:45 4 0 2 0 6 0 3 0 0 3 1 0 0 0 1 0 2 0 0 2 12

Total Volume 7 2 7 0 16 0 12 0 0 12 1 0 1 0 2 0 8 0 0 8 38% App. Total 43.8 12.5 43.8 0 0 100 0 0 50 0 50 0 0 100 0 0

PHF .438 .500 .583 .000 .667 .000 .750 .000 .000 .750 .250 .000 .250 .000 .500 .000 .667 .000 .000 .667 .792


08:00 08:00 08:00 09:00+0 mins. 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3

+15 mins. 1 0 3 0 4 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5+30 mins. 0 1 2 0 3 0 4 0 0 4 0 0 1 0 1 0 2 0 0 2+45 mins. 4 0 2 0 6 0 3 0 0 3 1 0 0 0 1 0 4 0 0 4

Total Volume 7 2 7 0 16 0 12 0 0 12 1 0 1 0 2 0 14 0 0 14% App. Total 43.8 12.5 43.8 0 0 100 0 0 50 0 50 0 0 100 0 0


13:00 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 413:15 0 1 1 0 2 2 2 0 0 4 0 0 0 0 0 0 4 0 0 4 1013:30 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 713:45 3 0 2 0 5 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 11

Total Volume 4 3 3 0 10 2 8 0 0 10 0 0 0 0 0 0 11 1 0 12 32% App. Total 40 30 30 0 20 80 0 0 0 0 0 0 0 91.7 8.3 0

PHF .333 .750 .375 .000 .500 .250 .500 .000 .000 .625 .000 .000 .000 .000 .000 .000 .688 .250 .000 .750 .727








Start Time LeftThr



10:00 13:00 10:00 12:45+0 mins. 0 0 2 0 2 0 0 0 0 0 0 0 1 0 1 0 4 0 0 4

+15 mins. 2 0 3 0 5 2 2 0 0 4 0 0 0 0 0 0 2 0 0 2+30 mins. 2 0 1 0 3 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4+45 mins. 1 0 0 0 1 0 4 0 0 4 0 0 1 0 1 0 3 1 0 4

Total Volume 5 0 6 0 11 2 8 0 0 10 0 0 2 0 2 0 13 1 0 14% App. Total 45.5 0 54.5 0 20 80 0 0 0 0 100 0 0 92.9 7.1 0


16:00 1 0 1 0 2 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 716:15 5 1 2 0 8 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 1216:30 2 0 0 0 2 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 1016:45 1 2 0 0 3 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 6

Total Volume 9 3 3 0 15 0 11 0 0 11 0 0 0 0 0 0 9 0 0 9 35% App. Total 60 20 20 0 0 100 0 0 0 0 0 0 0 100 0 0

PHF .450 .375 .375 .000 .469 .000 .688 .000 .000 .688 .000 .000 .000 .000 .000 .000 .563 .000 .000 .563 .729


16:00 15:45 14:15 17:00+0 mins. 1 0 1 0 2 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3

+15 mins. 5 1 2 0 8 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3+30 mins. 2 0 0 0 2 0 3 0 0 3 0 0 2 0 2 0 3 0 0 3+45 mins. 1 2 0 0 3 0 4 0 0 4 0 0 1 0 1 0 3 0 0 3

Total Volume 9 3 3 0 15 0 12 0 0 12 0 0 3 0 3 0 12 0 0 12% App. Total 60 20 20 0 0 100 0 0 0 0 100 0 0 100 0 0

PHF .450 .375 .375 .000 .469 .000 .750 .000 .000 .750 .000 .000 .375 .000 .375 .000 1.000 .000 .000 1.000


2 5 2 4 2 2 7 7 PED

4 8 2 2 1 1 2 BIKE

PED 4 4 2 6 1 3 2

BIKE 2 2 3 2 3 1 N

6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00

PED BIKE PED BIKE

1 6:00 6:00 1 1

7:00 7:00

8:00 8:00 2

1 9:00 9:00 2

10:00 10:00

11:00 11:00

12:00 12:00

13:00 13:00

PED BIKE PED BIKE

6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00

5 2 2 3 6 8 5 PED

2 5 2 4 7 7 2 BIKE

PED 2 4 7 4 7 1 2

BIKE 2 3 3 6 10 6 4 3

Pedestrian/Bicycle Count

Peds/Bikes Crossing North Leg

Floribraska Ave @ SB I-275 Off-Ramp/Elmore Ave

Day:

Weather:

Wednesday

Clear

Field Data Sheet

Peds/Bikes Crossing South Leg

Ped

s/B

ikes

Cro

ssin

g W

est

Leg

Ped

s/B

ikes

Cro

ssin

g Ea

st L

eg

Date:

Count Times:

Intersection:

Comments:

September 9, 2015

6:00 AM-2:00 PM

Hour Beginning

Ho

ur

Beg

inn

ing

Hour Beginning

Ho

ur

Beg

inn

ing

Floribraska

Elm

ore

Ave

I-27

5 O

ff R

amp

/Elm

ore

3 8 6 2 2 2 4 PED

1 2 5 6 6 2 2 3 BIKE

PED 2 1 5 3 1 6 4 5

BIKE 2 5 5 3 3 5 3 N

14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00

PED BIKE PED BIKE

2 14:00 14:00

15:00 15:00 1

16:00 16:00

17:00 17:00

1 18:00 18:00

2 2 1 19:00 19:00

20:00 20:00 1

21:00 21:00

PED BIKE PED BIKE

14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00

2 3 7 7 2 12 2 3 PED

6 4 8 5 3 2 2 3 BIKE

PED 10 2 3 7 2 6 5 2

BIKE 2 7 7 3 5 8 4 2




Day:

Weather:

Wednesday

Clear

Field Data Sheet


Ped

s/B

ikes

Cro

ssin

g W

est

Leg

Ped

s/B

ikes

Cro

ssin

g Ea

st L

eg

Date:

Count Times:

Intersection:

Comments:

September 9, 2015

2:00 PM-10:00 PM

Hour Beginning

Ho

ur

Beg

inn

ing

Hour Beginning

Ho

ur

Beg

inn

ing

Floribraska

Elm

ore

Ave

I-27

5 O

ff R

amp

/Elm

ore

7 2 1 1 PED

1 BIKE

PED 5 4 2 1

BIKE 1 1 3 3 N

22:00 23:00 0:00 1:00 2:00 3:00 4:00 5:00

PED BIKE PED BIKE

1 2 22:00 22:00

2 23:00 23:00

0:00 0:00

1:00 1:00

2:00 2:00

3:00 3:00

4:00 4:00

1 5:00 5:00

PED BIKE PED BIKE

22:00 23:00 0:00 1:00 2:00 3:00 4:00 5:00

4 1 2 1 1 PED

2 2 1 BIKE

PED 2 1 1 3 2

BIKE 1 1 1 1




Day:

Weather:

Wednesday-Thursday

Clear

Field Data Sheet


Ped

s/B

ikes

Cro

ssin

g W

est

Leg

Ped

s/B

ikes

Cro

ssin

g Ea

st L

eg

Date:

Count Times:

Intersection:

Comments:

September 9-10, 2015

10:00 PM-6:00 AM

Hour Beginning

Ho

ur

Beg

inn

ing

Hour Beginning

Ho

ur

Beg

inn

ing

Floribraska

Elm

ore

Ave

I-27

5 O

ff R

amp

/Elm

ore

Traffic Data Comments/Observations

Date of Observations: 9/9/15

Observer: Madeline Lowrance, Southern Traffic Services, Inc.

Floribraska Avenue at SB I-275 Off Ramp/Elmore Avenue

Bicycles were observed weaving through the vehicles on the SB I-275

Ramp/Elmore Avenue at 6pm, 6:02pm; 6:08pm, 6:18pm, and 6:49pm.



Appendix B

2009 MUTCD Signal Warrants

TRAFFIC SIGNAL WARRANT SUMMARYCity: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed:Minor Street: Lanes:

Volume Level Criteria1. Is the critical speed of major street traffic > 70 km/h (40 mph) ? n Yes o No2. Is the intersection in a built-up area of isolated community of <10,000 population? o Yes n No

If Question 1 or 2 above is answered "Yes", then use "70%" volume level n 70% o 100%

WARRANT 1 - EIGHT-HOUR VEHICULAR VOLUME Applicable: n Yes o NoWarrant 1 is satisfied if Condition A or Condition B is "100%" satisfied. Satisfied: o Yes n NoWarrant is also satisfied if both Condition A and Condition B are "80%" satisfied.

Condition A - Minimum Vehicular Volume 100% Satisfied: o Yes n No80% / 56% Satisfied: n Yes o No

##

Record 8 highest hours and the corresponding volumes in boxes provided. Condition is 100% satisfied if the

minimum volumes are met for eight hours . Condition is (80%) / (56%)* satisfied if parenthetical volumes are met for eight hours.

Condition B - Interruption of Continuous Traffic Applicable: n Yes o NoCondition B is intended for application where the traffic volume is Excessive Delay/Conflict: n Yes o Noso heavy that traffic on the minor street suffers excessive delay or conflict. 100% Satisfied: o Yes n No

80% / 56% Satisfied: o Yes n No

##

Record 8 highest hours and the corresponding volumes in boxes provided. Condition is 100% satisfied if the

minimum volumes are met for eight hours . Condition is (80%) / (56%)* satisfied if parenthetical volumes are met for eight hours.

on Minor Street ##### ##### TRUE########## TRUEHighest Approach #####

on Major Street ##### #####

233253 231 225 179 169 204

740##### TRUE

##### 216

572 393 336 434

########## TRUE

Both Approaches ##### #####

Approach Lanes 1 2 or moreVolume Level

(volumes in veh/hr) (80% Shown in Brackets)1

Minimum Requirements

Both Approacheson Major Street

Highest Approachon Minor Street

#####

Eight Highest HoursMinimum Requirements

700Approach Lanes

Volume Level 70%100% 1600

100%

Eight Highest Hours

TRUE##### ##### TRUE

800

1500

#####

##########

70%2 or more

1500

100% 70%

225 179

(80% Shown in Brackets){56% Shown in Brackets}

##########

##### TRUE 253

507

800

TRUE70%

231

240

Left+Thru

1600

1700

1800

900

Minor Street Volume

1700

336572 393 740

SCGSeptember 23, 2015

Floribraska Ave.SB I-275 Off Ramp/Elmore St.

HillsboroughTampa

2

43490

0

1400

448507 606

1800

448

700

(volumes in veh/hr)

100% 1400

169 204 216 233

606

500(400)150

(120)

350(280)*

105(84)*

600(480)200

(160)

420(336)*140

(112)*

750(600)

75(60)

525(420)*

53(42)*

900(720)

100(80)

630(504)*

70(56)*

Exhibit 5 Form 750-020-01TRAFFIC ENGINEERING - 07/99

Page 2 of 5


County: Date:




WARRANT 2 - FOUR-HOUR VEHICULAR VOLUME Applicable: n Yes o NoIf all four points lie above the appropriate line, then the warrant is satisfied. Satisfied: o Yes n No

* Note: 115 vph applies as the lower threshold volume for a minor street approach with two or more lanes and

80 vph applies as the lower threshold volume threshold for a minor street approach with one lane.



Hillsborough

22

40Floribraska Ave.SB I-275 Off Ramp/Elmore St.

393 231

Hours Street Street

572 253700

800

448 2331800

336 225900

Tampa SCG

FourHighest

VolumesMajor Minor

Plot four volume combinations on the applicable figure below.

September 23, 2015

0

100

200

300

400

500

600

700

300 400 500 600 700 800 900 1000 1100 1200 1300 1400

MIN

OR

STR

EET

HIG

HVO

LUM

EAP

PRO

ACH

-VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH

FIGURE 4C-1: Criteria for "100%" Volume Level

2 OR MORE LANES & 2 OR MORE LANES

2 OR MORE LANES & 1 LANE

1 LANE & 1 LANE

*115*80

0

100

200

300

400

200 300 400 500 600 700 800 900 1000

MIN

OR

STR

EET

HIG

HVO

LUM

EAP

PRO

ACH

-VPH





1 LANE & 1 LANE

*80

*60

(Community Less than 10,000 population or above 70 km/hr (40 mph) on Major Street)


Page 3 of 5


County: Date:




WARRANT 3 - PEAK HOUR Applicable: o Yes n NoIf all three criteria are fullfilled or the plotted point lies above the appropriate line, Satisfied: o Yes n Nothen the warrant is satisfed.

Record hour when criteria are fulfilled

and the corresponding delay or volume

in boxes provided.

Criteria



n o

o n

o n* Note: 100 vph applies as the lower threshold volume for a minor street approach with two or more lanes and


TampaHillsborough

Plot volume combination on the applicable figure below.

40SB I-275 Off Ramp/Elmore St. 2


1. Delay on Minor Approach*(vehicle-hours)

Floribraska Ave. 2

Peak Hour

Unusual condition justifyinguse of warrant:

700 253572

4

1 2Delay Criteria* 4.0 5.0

*(vehicles per hour)

Approach Lanes

Delay*

2. Volume on Minor Approach

Volume*

0.0N/AYes No

1 2Volume Criteria* 100

650

Fulfilled?:

800

Yes No

*(vehicles per hour)3. Total Entering Volume

Volume Criteria*No. of Approaches 3

None

Fulfilled?:

1500 0

Approach Lanes

NoYesFulfilled?:0 0Volume*

0

100

200

300

400

500

600

400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MIN

OR

STR

EET

HIG

HVO

LUM

EA

PPR

OA

CH

-VPH





1 LANE & 1 LANE

*150

*100

0

100

200

300

400

500

300 400 500 600 700 800 900 1000 1100 1200 1300

MIN

OR

STR

EET

HIG

HVO

LUM

EAP

PRO

ACH

-VPH





1 LANE & 1 LANE

*100*75

(Community Less than 10,000 population or above 70 km/hr (40 mph) on Major Street)


Page 5 of 5


County: Date:


WARRANT 4 - PEDESTRIAN VOLUME Applicable: n Yes o NoRecord hours where criteria are fulfilled and the corresponding volume or gap Satisfied: o Yes n Nofrequency in the boxes provided. The warrant is satisfied if condition 1 or 2 is fulfilled

and condition 3 is fulfilled.

1. Pedestrian volume crossing the major street is100 ped/hr or more for each of any four hoursand there are less than 60 gaps per hour in themajor street traffic stream of adequate length.

2. Pedestrian volume crossing the major street is190 ped/hr or more for any one hour and thereare less than 60 gaps per hour in the major streettraffic stream of adequate length.

3. The nearest traffic signal along the major street is located more than 90 m (300 ft) away, or the nearest signalis within 90 m (300 ft) but the proposed traffic signal will not restrict the progressive movement of traffic.

WARRANT 5 - SCHOOL CROSSING Applicable: o Yes n NoRecord hours where criteria are fulfilled and the corresponding volume or gap Satisfied: o Yes n Nofrequency in the boxes provided. The warrant is satisfied if all three of the criteria

are fulfilled.

1. There are a minimum of 20 students crossing the major street Students: Hour:during the highest crossing hour.

2. There are fewer adequate gaps in the major street traffic stream during the period Minutes: Gaps:when the children are using the crossing than the number of minutes in the same period.

3. The nearest traffic signal along the major street is located more than 90 m (300 ft) away, or the nearest signalis within 90 m (300 ft) but the proposed traffic signal will not restrict the progressive movement of traffic.

WARRANT 6 - COORDINATED SIGNAL SYSTEM Applicable: n Yes o NoIndicate if the criteria are fulfilled in the boxes provided. The warrant is Satisfied: o Yes n Nosatisfied if either criterion is fulfilled. This warrant should not be applied when the

resulting signal spacing would be less than 300 m (1,000 ft).

1. On a one-way street or a street that has traffic predominately in one direction, the adjacent signals areso far apart that they do not provide the necessary degree of vehicle platooning.

2. On a two-way street, adjacent signals do not provide the necessary degree of platooning, andthe proposed and adjacent signals will collectively provide a progressive operation.

TampaHillsborough


Pedestrian

41

Gaps132

Pedestrian

0

1500

Criteria

28

YesFulfilled?

n

0

Yes

Hour Volume

1100

Fulfilled?Yes No

No

1400

0 0

0154

n

n

Criteria

SB I-275 Off Ramp/Elmore St. 2Floribraska Ave.

Criteria

No

n

n

0

130000

1400

1600

n

n

2 40

34

n

Fulfilled?


Page 6 of 6


County: Date:


WARRANT 7 - CRASH EXPERIENCE Applicable: n Yes o NoRecord hours where criteria are fulfilled, the corresponding volume, and other Satisfied: n Yes o Noinformation in the boxes provided. The warrant is satisfied if all three of the criteria

are fulfilled.

1. One of the Warrant 1, Condition A (80% satisfied)warrants Warrant 1, Condition B (80% satisfied)to the rightis met.

2. Adequate trial of other remedial measurehas failed to reduce crash frequency.

3. Five or more reported crashes, of types susceptible tocorrection by signal, have occurred within a 12-mo. period.

WARRANT 8 - ROADWAY NETWORK Applicable: o Yes n NoRecord hours where criteria are fulfilled, and the corresponding volume or other Satisfied: o Yes n Noinformation in the boxes provided. The warrant is satisfied if at least one of the criteria

is fulfilled and if all intersecting routes have one or more of the characteristics listed.

1. Both of a. Total entering volume of at least 1,000 veh/hr Entering Volume:the criteria during a typical weekday peak hour.to the right b. Five-year projected volumes that satisfyare met. one or more of Warrants 1, 2, or 3.

2. Total entering volume at least1,000 veh/hr for each of any 5 hrsof a non-normal business day(Sat. or Sun.)

1. Part of the street or highway system that serves as the principal roadwaynetwork for through traffic flow.

2. Rural or suburban highway outside of, entering, or traversing a city.

3. Appears as a major route on an official plan.

CONCLUSIONS Warrants Satisfied: 7

Remarks:

N/A N/A N/A N/A

Volume

n

N/A N/A

152 ped/hr for one (1) hour

n

NO

Fulfilled?Yes

n

Fulfilled?Yes

40

No

n

n

n

n

Minor Street:

TampaHillsborough

Floribraska Ave.

Criteria Hour


80 ped/hr for four (4) hours or

Characteristics of Major Routes

N/A

NO

Minor Street:

Major Street:

Minor Street:

n

n

n

Warrant 4, Pedestrian Volume

Major Street:

Measure tried:

at 80% of volume requirements: 1400

Yes No Yes NoMet?

NO

Criteria

3,825

n

Warrant:Satisfied?:

1

ADVANCE INTERSECTION AHEADSIGNS

9

3

SB I-275 Off Ramp/Elmore St. 2

n

33

Yes

Number of crashes per 12 months:

1300

15001600

1062722

n2

N/AHour

N/A

NoNo

n

2

VolumeMet?

Yes No

n

Met?

n

Major Street:

n

N/A

Fulfilled?

Florida Department of TransportationDistrict 7 – Traffic Operations Office

Appendix C

Crash Data Summary

Crash Type 2009 2010 2011 2012 2013 2014

Sideswipe, same

direction1

Hit Fixed Object 1

Angle 2 6 5 6 8 17

Angle-U-Turn 1

Left-Turn- Wrong

Way1

Rear End 1

Total 4 7 6 7 8 17

EventID CrashDate Year Time EventOnStreet EventCrossStreet EventCounty EventNodeDescription EventRelationtoIntersection EventImpactType EventNonVehicularCollision EventLightingCondition EventWeatherCondition Veh1AgeCatagory1 Veh1AgeCatagory2 RoadTrafficControl RoadSurfaceCondition RoadPostedSpeedLimit PersonDriverCCauseMain PersonDriverVisionObstruction

90200151 1/27/2009 2009 1135 ELMORE ST FLORIBRASKA AVE HILLSBOROUGH SR 93 @ ELMORE AVE Non-Junction Sideswipe, same direction Daylight Clear < 15 < 20 Stop Sign Dry 25 Failed to Keep in Proper Lane Vision Not Obscured

90236224 7/8/2009 2009 257 ELMORE AVE FLORIBRASKA AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection-Related Hit Fixed Object Bridge Overhead Structure Dark-Lighted Cloudy 30 to 34 30 to 39 Stop Sign Dry 30 Operated MV in Careless or Negligent Manner Vision Not Obscured

90239754 7/24/2009 2009 1600 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Other Fixed Object Daylight Clear 55 to 59 50 to 59 Stop Sign Dry 30 Ran Stop Sign Vision Not Obscured

90228698 11/21/2009 2009 1208 FLORIBRASKA AVE ELMORE ST HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Motor Vehicle in Transport Daylight Clear 35 to 39 30 to 39 No Controls Dry 30 Failed to Yield Right-of-Way Vision Not Obscured

90204572 1/24/2010 2010 2242 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Dark-Lighted Clear 30 to 34 30 to 39 Stop Sign Dry 35 Ran Stop Sign Vision Not Obscured

90275008 3/25/2010 2010 1040 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Non-Junction Angle-U-Turn Other Fixed Object Daylight Clear 40 to 44 40 to 49 No Controls Dry 30 Improper Turn Vision Not Obscured

90316114 4/1/2010 2010 1032 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear < 15 < 20 Stop Sign Dry 35 Failed to Yield Right-of-Way Vision Not Obscured

80605980 7/22/2010 2010 1143 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Cloudy 30 to 34 30 to 39 Other Sign Dry 30 Ran Stop Sign Vision Not Obscured

90158709 8/20/2010 2010 1541 FLORABRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear 15 to 19 < 20 Stop Sign Dry 30 Failed to Yield Right-of-Way Vision Not Obscured

51949077 9/2/2010 2010 2319 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Other Fixed Object Dark-Lighted Other, Explain in Narrative 25 to 29 20 to 29 Other Sign Other, Explain in Narrative 30 Failed to Yield Right-of-Way Vision Not Obscured

90235864 10/7/2010 2010 1533 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear 65 to 69 60 to 69 Stop Sign Dry 30 Ran Stop Sign Vision Not Obscured

51949850 2/19/2011 2011 806 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear 15 to 19 < 20 No Controls Dry 35 Ran Stop Sign Vision Not Obscured

11852479 2/25/2011 2011 1945 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Dark-Lighted Clear 45 to 49 40 to 49 Stop Sign Dry 30 Failed to Yield Right-of-Way Building/Fixed Object

51952339 6/10/2011 2011 345 FLORIBRASKA AVE ELMORE ST HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear 55 to 59 50 to 59 No Controls Dry 30 Ran Stop Sign Vision Not Obscured

51952008 7/28/2011 2011 1826 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Cloudy 20 to 24 20 to 29 Stop Sign Dry 43 Failed to Yield Right-of-Way Building/Fixed Object

51952252 8/15/2011 2011 220 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear 25 to 29 20 to 29 Stop Sign Dry 25 Failed to Yield Right-of-Way Vision Not Obscured

51953206 10/22/2011 2011 301 ELMORE AVE FLORIBRASKA AVE HILLSBOROUGH SR 93 @ ELMORE AVE Non-Junction Left-Turn- Wrong Way Struck By Falling, Shift Cargo Dark-Lighted Clear 30 to 34 30 to 39 Other, Explain in Narrative Dry 30 Wrong Side of Wrong Way Vision Not Obscured



51956521 6/21/2012 2012 1300 ELMORE AVE FLORIBRASKA AVE EAST HILLSBOROUGH SR 93 @ ELMORE AVE Intersection-Related Rear End Daylight Clear < 15 < 20 Traffic Control Signal Dry 25 Other Contributing Actions All Other, Explain in Narrative

83581290 8/21/2012 2012 845 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Other, Explain in Narrative Angle Daylight Clear 25 to 29 20 to 29 Stop Sign Dry 30 Disregarded Other Traffic Sign Vision Not Obscured

83581881 9/27/2012 2012 1337 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear 75 to 79 70 to 79 No Controls Dry 30 Ran Stop Sign Vision Not Obscured

83581962 10/7/2012 2012 1439 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Non-Junction Angle Motor Vehicle in Transport Daylight Clear 25 to 29 20 to 29 Stop Sign Dry 40 Failed to Yield Right-of-Way Vision Not Obscured

83616863 11/25/2012 2012 1220 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection-Related Angle Daylight Clear 15 to 19 < 20 Stop Sign Wet 35 Failed to Yield Right-of-Way Vision Not Obscured

83617688 1/2/2013 2013 1340 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Non-Junction Angle Daylight Clear 20 to 24 20 to 29 Stop Sign Dry 35 No Contributing Action Vision Not Obscured

83884285 2/17/2013 2013 941 I 275 FLORIBRASKA AVE HILLSBOROUGH SR 93 @ ELMORE AVE Non-Junction Angle Daylight Clear 15 to 19 < 20 Stop Sign Dry 55 Ran Stop Sign Vision Not Obscured

83946137 4/1/2013 2013 1615 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear 30 to 34 30 to 39 Stop Sign Dry 30 Failed to Yield Right-of-Way Building/Fixed Object

83946299 4/10/2013 2013 1732 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Entrance/Exit Ramp Angle Daylight Clear No Data No Data Stop Sign Dry 0 Failed to Yield Right-of-Way Building/Fixed Object

83947536 6/22/2013 2013 938 FLORIBRASKA AVE ELMORE AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection-Related Angle Daylight Clear No Data No Data Traffic Control Signal Dry 30 Ran Stop Sign Vision Not Obscured

84166612 7/31/2013 2013 735 ELMORE AVE FLORIBRASKA AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear No Data No Data Stop Sign Dry 30 Ran Stop Sign Vision Not Obscured

84407776 11/19/2013 2013 1725 ELMORE AVE FLORIBRASKA AVE HILLSBOROUGH SR 93 @ ELMORE AVE Intersection Angle Daylight Clear No Data No Data Stop Sign Dry 30 Failed to Yield Right-of-Way Vision Not Obscured


I-275 AT FLORIBRASKA AVENUE Interchange Operational ...€¦ · roadway separated by a two-way left...

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