CN-550000-CAY12-W0020000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER FOR PROFESSIONAL SERVICES

375-030-25

PROCUREMENT

08/21

Consultant:

Address:

Date:

6/18/2030

*Limiting or Estimating/Budgeted Amount.

Distribution:

Task Work Order No.:

Contract No.: Payment FM No.:

CAY12 45265523201

$87,916.00

(name) (title) Signature

Jason Peters, P.E. Director of Transportation Operations

Other Notes:

An independent assessment of the staff hours and quantities for the proposed services has been performed, and found to be fair, reasonable, and competitive.

(LS2) Lump sum paid based on % of completion

Page 1 Total

Page 2 thru 6 Subtotal

Total

Basic Services

Florida Transportation Engineering, Inc.

8250 Pascal Drive, Punta Gorda, FL 33950

(To be entered upon execution of T.W.O.)

Brief Task Description:

In accordance with the above referenced contract, you are authorized to perform the tasks detailed in attached Exhibit A (Scope of Services).

Compensation elements are as follows:

Element Description Amount Estimate/LimitMethod of Compensation

The total amount or the limiting amount of the compensation will be:

All services required under this Task Work Order will be completed on or before:

$67,598.00

$67,598.00 Limit

Districtwide Traffic Signal Retiming -SR 10 (US 90) Signal Retiming in Pace-(See attached Scope)

Signature

PM Kim Hatcher / Eric Wadsworth Financial Services (PSU) N. Pascarelli-Mathews

$67,598.00

$0.00

(name) (title)

$67,598.00

Encumber by task

Total authorizations to date (including this one):

Departmental Approval:

Consultant Acceptance:

Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885

Ravi Devaguptapu President

8/8/2025

July 22, 2025

SCOPE OF WORK

D/W TRAFFIC OPERATIONS STUDY / RETIMING

FINANCIAL ID NO. 45265523201

CONTRACT NO. CAY12

TASK WORK ORDER NO. 2

STATE ROAD 10 (US 90) IN PACE, FL

The CONSULTANT shall perform a comprehensive traffic signal retiming project on State Road 10 (US 90) in Pace, Florida. Based on experience of local traffic patterns it is anticipated that a single timing plan will be satisfactory throughout the year with selective split changes for the school year. In addition, the CONSULTANT shall provide Performance Monitoring and Active Arterial Management of the subject arterial for a thirty (30) day period after acceptance by the DEPARTMENT. The subject retiming project with subsequent Performance Monitoring and Active Arterial Management shall be performed as outlined in Exhibit “A” Scope of Services Districtwide Traffic Signal Retiming. Based on a preliminary review of the State Road 10 (US

90) arterial in Pace, the Study Area / Retiming Project shall include the following nine (9) intersections:

1. SR 10 (US 90) at Pea Ridge / Santa Villa Drive

2. SR 10 (US 90) at Bell / School Lane

3. SR 10 (US 90) at Cardinal Street

4. SR 10 (US 90) at Spears Street

5. SR 10 (US 90) at Watkin Street

6. SR 10 (US 90) at East Spencer Field

7. SR 10 (US 90) at West Spencer Field

8. SR 10 (US 90) at CR 197 (Chumuckla Hwy)

9. SR 10 (US 90) at CR 197A (Woodbine Road)

It is anticipated that the State Road 10 (US 90) arterial in Pace will operate as a single coordinated signal system. However, the subject arterial may be divided into separate coordinated roadway segments based on collected traffic data and overall system performance.

The CONSULTANT shall ensure that any distinct coordinated roadway segments will operate on compatible cycle lengths to optimize the operational efficiency of the entire arterial. The individual tasks to be performed by the CONSULTANT are as follows:

A. DATA COLLECTION AND SOFTWARE MODEL DEVELOPMENT:

Task 1: Seven (7) Day Bi-Directional Volume Counts

The CONSULTANT shall collect traffic volume counts State Road 10 (US 90) for a period of at least seven (7) consecutive days for each direction of travel at the following two (2) locations:

1. Between Pea Ridge / Santa Villa Drive and Bell / School Lane

2. Between CR 197 (Chumuckla Hwy) and CR 197A (Woodbine Road)

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885

The CONSULTANT shall supply electronic copies of all 7-day volume count data, including the raw data directly to the DEPARTMENT Project Manager in PDF format. The bi-directional counts will be used to identify peak period anomalies and to determine the operating time periods for each timing pattern developed for the subject arterial.

Task Product:

The 7-day volume count data shall be submitted in tabular form broken down into direction of travel, days and hours with 15 minute increments and hourly totals. EXCEL shall be used to submit the counts graphically showing the timing pattern intervals. The count information and graphs shall be submitted electronically.

Task 2: One (1) Day Volume (Approach) Counts (isolated intersections)

Task 2 shall be omitted for the State Road 10 (US 90) arterial in Pace retiming project

Task 3: Turning Movement Counts

The CONSULTANT shall collect and summarize ten (10) hours of fifteen (15) minute turning movement counts (TMCs) at the ten (10) identified intersections using the procedures contained in the DEPARTMENT's Manual on Uniform Traffic Studies (MUTS), Chapter IV, "Summary of Vehicle Movements". The counts shall be conducted during the highest 10 hours of the day and include the AM peak, PM peak, and Off-peak periods. The counts shall include heavy vehicles and pedestrian counts. Counts shall not be conducted on holidays or during special events. TMCs shall be collected for two (2) consecutive weekdays and the results shall be averaged for input into the traffic model. Weekend TMCs shall be collected on Saturday and may be adjusted based on the identified peak hours. The CONSULTANT shall determine the AM, Midday, PM, and Off-peak periods for both weekdays and weekend days for which 10-hour TMCs at each of the project intersections will be collected. The CONSULTANT shall supply electronic copies of all TMC count data, including the raw data directly to the DEPARTMENT Project Manager in PDF format.

The counts shall be submitted in PDF tabular format, broken down into each approach with each movement separated out, showing the 10 hours tabulated in 15 minute increments and one hour totals. The count information shall be submitted electronically.

Task 4: Collecting Traffic Signal Programming Data

Task 4 shall be omitted for the State Road 10 (US 90) arterial in Pace retiming project as the CONSULTANT is in possession of the subject data.

Task 5: Field Review

The CONSULTANT shall perform a comprehensive field review to include the nine (9) identified project intersections. The CONSULTANT shall document any noted operational issues such as average queue lengths, queue spillback from existing turn lanes, vehicle detection

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885 mode, pedestrian features, access conflicts and geometric layout of intersections. Any hardware deficiencies noted by the CONSULTANT shall be documented and immediately brought to the attention of the DEPARTMENT Project Manager.

• Field review report in PDF format

Task 6: Saturation Flow Rate

Based on local knowledge of traffic patterns, the saturation flow rate shall be initially assumed to be 1850 vplph for the State Road 10 (US 90) arterial in Pace retiming project. The saturation flow rate may be adjusted during the calibration of the traffic model to best replicate existing field conditions.

Task 7: Collect Other Data Such as Crash Data Reports or Collision Diagrams

Task 7 shall be omitted for the State Road 10 (US 90) arterial in Pace retiming project

Task 8: Develop Software Models Reflecting the Existing Conditions

The CONSULTANT shall use the latest approved version of SYNCHRO to model the existing conditions and timing plans for the weekday and weekend AM, Mid-Day and PM peak periods for each identified intersection. A SimTraffic model shall be used to verify that the SYNCHRO run is an accurate reflection of the existing conditions. Queue lengths observed in the field will be used to calibrate the SYNCHRO model via the SimTraffic queue lengths.

HCM 2010 existing conditions report of all project intersections in PDF format

Task 9: Before Travel Time and Delay Studies

The CONSULTANT shall deploy a minimum of two (2) Bluetooth detection devices to collect travel time data and to perform travel time analysis under existing signal timings. At a minimum, travel time data shall be collected and analyzed for three time periods as follows: 1) 7 AM to 9 AM; 2) 11:00 PM to 1:00 PM; 3) 4 PM to 6 PM. The travel time data shall be collected during a typical weekday and weekend at the following two (2) minimum locations:

1. SR 10 (US 90) at Pea Ridge / Santa Villa Drive

2. SR 10 (US 90) at CR 197A (Woodbine Road)

“Before” travel time report of the arterial under existing conditions in PDF format.

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885

B. DEVELOP TRAFFIC SIGNAL TIMING PLANS:

Task 10: Update Controller Basic Timing Parameters

The CONSULTANT shall update the controller basic timing parameters for the State Road 10 (US 90) in Pace retiming project. Clearance calculations for vehicles and pedestrians shall be verified / recalculated based on Section 3.6 of the FDOT Traffic Engineering Manual as well as any supplemental guidance from the DEPARTMENT.

• Updated clearance calculations for vehicles and pedestrians shall be submitted in PDF

Format.

Task 11: Timing Plans, Coordination and Time of Day Settings

The CONSULTANT shall develop the new timing plans for each identified intersection using the latest approved version of SYNCHRO to determine the optimal phasing, cycle length and splits for the arterial corridor.

The CONSULTANT shall refine the offsets from the time-space diagrams generated by SYNCHRO using Tru-Traffic. The bandwidths, speeds, direction of travel, intersection names and offsets shall be shown on each time-space diagram developed in Tru-Traffic.

The CONSULTANT shall develop multiple traffic control timing patterns for each identified intersection along the State Road 10 (US 90) arterial in Pace. The number of timing patterns and pattern change times will be determined by the CONSULTANT and approved by the DEPARTMENT. The final signal timing plans and requirements will be determined based on the field data collected by the CONSULTANT and input from the DEPARTMENT. At a minimum, the following signal timing plans will be evaluated:

• Weekday AM Peak

• Weekday AM Off-Peak

• Weekday Midday Peak

• Weekday PM Peak Plan

• Weekday PM Off-Peak

• Weekend

• Free (Out of Coordination)

• Emergency Flush Plan

Task Product:

The results of the SYNCHRO analysis and Tru-Traffic time-space diagrams shall be submitted to the DEPARTMENT as Draft Timing Plans for review and approval prior to proceeding with the timing implementation. Upon approval, the Draft Timing Plans shall be used as Initial Timing Plans prior to fine tuning. The CONSULTANT shall submit the SYNCHRO and Tru-Traffic models electronically as well as a signed and sealed paper copy of the SYNCHRO and Tru-Traffic Timing Sheets for the arterial for each of the timing patterns.

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885

Task 12: Crash Records Analysis

Task 12 shall be omitted for the State Road 10 (US 90) arterial in Pace retiming project

Task 13: Prepare Traffic Responsive / Adaptive Settings (if applicable)

Task 13 shall be omitted for the State Road 10 (US 90) arterial in Pace retiming project

C. IMPLEMENTATION AND EVALUATION:

Task 14: Deploy Traffic Signal Timing Plans

After approval of the proposed timing patterns by the DEPARTMENT, the CONSULTANT shall implement the new patterns based upon the traffic signal controller make, model, firmware, as well as the intersection and arterial or network configuration. The CONSULTANT shall perform all implementation tasks without any required participation from the DEPARTMENT or the maintaining agency. Once the new timings are implemented, the CONSULTANT shall immediately assess the operation of each identified intersection and timing pattern along the arterial. The original timing plans along the arterial shall be saved and reprogrammed if necessary. All signal timing implementation and operational assessment shall be performed by a Professional Traffic Operations Engineer (PTOE) and an experienced IMSA Signal Technician.

Task 15: Fine-Tune Field Operations

The CONSULTANT shall fine-tune the implemented timings to optimize throughput on the State Road 10 (US 90) in Pace arterial while maintaining acceptable vehicular delay and queueing for the minor movements. Fine tuning shall occur immediately after timing plan implementation and at periodic intervals as directed by the DEPARTMENT. The monitoring and fine-tuning operation will be performed using visual observation, Tru-Traffic travel runs and Bluetooth detection travel time results.

Task 16: Post Implementation Travel Time Runs

The CONSULTANT shall deploy a minimum of two (2) Bluetooth detection devices to collect travel time data and to perform a post implementation travel time analysis. At a minimum, travel time data shall be collected and analyzed for three time periods as follows: 1) 7 AM to 9 AM; 2) 11:00 PM to 1:00 PM; 3) 4 PM to 6 PM. The travel time data shall be collected during a typical weekday and weekend at the following two (2) minimum locations:

“After” travel time report of the arterial under post implementation conditions in PDF format

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885

Task 17: Final Report

The CONSULTANT shall prepare a Final Report documenting the tasks performed, data collected, analysis conducted, along with any additional findings or recommendations concerning the operation of the particular signal, arterial, or network. The Final Report shall be signed and sealed by a licensed Professional Engineer.

Task Products:

• Hard copy timing sheets to be placed in controller cabinets and on file.

• Hard copy of Final Reports signed and sealed by a licensed Professional Engineer with a

CD containing:

o All SYNCHRO and Tru-Traffic electronic files.

o All travel time results o All data collection electronic files.

o A PDF version of the Final Report.

o Photographs relevant to the intersection or arterial o Any other miscellaneous work products (electronic.)

D. ADDITIONAL SERVICES:

Task 18: Performance Monitoring and Active Arterial Management

The CONSULTANT shall provide the DEPARTMENT with specialized expertise in active traffic monitoring along the State Road 10 (US 90) arterial in Pace. Bluetooth detection devices (BlueTOAD) shall be deployed and an internet portal shall be established for both the CONSULTANT and DEPARTMENT personnel that will allow for real-time and historical traffic monitoring. Information displayed in the internet portal shall include real time and historical vehicular speeds and travel time data within the assigned roadway segment.

Task 18A: Deployment of Data Collection Units

The CONSULTANT shall deploy Bluetooth detection devices (BlueTOAD) at the following two

(2) locations:

The CONSULTANT shall establish the BlueARGUS internet portal for the deployed units, initiate communications, and supply the DEPARTMENT with user access to the BlueARGUS internet portal.

• Deployment of units as approved by the Department

• Verification of unit operation by BlueARGUS internet reporting

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885

Task 18B: Performance Measure Monitoring and Reporting

The internet portal shall be maintained for both the CONSULTANT and DEPARTMENT personnel to allow for real-time and historical travel time monitoring for a period of thirty (30) days after the initial deployment unless terminated or extended by the DEPARTMENT via written notice. The CONSULTANT shall provide the DEPARTMENT with user access to the BlueARGUS internet portal. Information displayed in the internet portal shall include real-time vehicular speeds and travel times as well as historical vehicular speeds and travel times along the State Road 10 (US 90) arterial in Pace. Automated alarms will be set for unit failure notifications and speed threshold notifications. Speed thresholds shall be predetermined by the CONSULTANT and approved by the Department. It shall be the CONSULTANT’s responsibility to document all unit failure notifications and speed threshold notifications.

• Continuous operation and maintenance of deployed units

• User access to the BlueARGUS internet portal by the Department

• Continuous operation and maintenance of the BlueARGUS internet portal

• Monthly graph and table of historical speeds and travel time

• A historical performance measure report will be generated once per month in PDF format and submitted to the Department via email.

Task 18C: Active Arterial Management

The CONSULTANT shall perform thirty (30) days of active arterial management and continued operation of traffic signal system timings for the State Road 10 (US 90) arterial in Pace. The active arterial management activities shall include at a minimum: monthly signal hardware inspections, maintenance the controller time clocks, notification to Maintaining Agency of all hardware malfunctions / anomalies, maintenance tracking of hardware malfunctions until resolved, monthly verification of signal timing plans, field response and investigation of signal operations comments / complaints from all relevant stakeholders, and draft response letters supplied to the DEPARTMENT for all stakeholder comments/complaints. Additional active arterial management tasks may include: additional fine tuning of signal timings / offsets, adjustments to Time of Day schedule and/or the re-development of signal timing plans at any location along the arterial as deemed necessary by the DEPARTMENT. The CONSULTANT shall perform active arterial management for a period of thirty (30) days after final acceptance from the Department of the signal retiming project unless terminated or extended by the DEPARTMENT via written notice.

• A Maintenance Inspection Checklist shall be submitted once per calendar month to the Department via email reporting the status of the traffic signal hardware, signal timing plans and maintenance of controller time clocks

• Technical Memorandum denoting all findings of field response and signal investigation callouts

• Written notification to the Maintaining Agency and the DEPARTMENT of all hardware malfunctions / anomalies via email

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885

• Written notification to DEPARTMENT upon completion of maintenance activities

• Draft response letters supplied to the DEPARTMENT via email for all stakeholder comments / complaints

• Technical Memorandum denoting all signal fine tuning efforts

Docusign Envelope ID: 998C2A28-8BE3-431A-8C39-826C85413079Docusign Envelope ID: 8F2AB52A-F31F-4AA0-ADD3-9E891AF87885