WORK PLAN

cedar street ramp to interstate 93 Study

July 15, 2021

 

Project Identification

Project Number (to be determined)

Client

To be determined

Project Supervisors

Principal: Ed Bromage
Manager: Ben Dowling

Funding Source

Contract (to be determined)

Schedule and Budget

Schedule: Eight weeks after work commences

Budget: $39,996

Schedule and budget details are shown in Exhibits 1 and 2, respectively.

Background

The City of Woburn is examining the possibility of adding a new ramp onto Interstate 93 from Cedar Street in Woburn. To support this analysis Woburn has asked CTPS to use its statewide travel demand forecasting model to analyze the interchange of Interstate 93 and Interstate 95 in Woburn under existing, future no-build, and future build conditions. Additionally, the client will also be examining a parallel corridor along Washington Street in Woburn between Mishawum Road and Montvale Avenue. A map of the study area is presented in Figure 1 below.

 

 

 

Figure 1
Study Area for the Cedar Street Ramp to Interstate 93

Figure 1
Study Area for the Cedar Street Ramp to Interstate 93

Source: World Tech Engineering, LLC.

Objectives

The objectives for this work plan are to provide the client with demand forecasts to support a traffic analysis for the project.

Work Description

Central Transportation Planning Staff (CTPS) will support the client and its project team for the Cedar Street Ramp to Interstate 93 Project by providing data and analysis. The primary products CTPS will provide to the project team are highway assignment forecasts for a 2040 forecast year no-build and 2040 forecast year build scenario.

 

Task 1  Coordinate with the Project Team

CTPS will work with the project team to help develop travel demand forecasts and respond to questions related to the tasks described below.

Products of Task 1

 

Task 2  Update Traffic Counts and Calibrate Model

The travel demand model has been calibrated at the regional level and must be

reviewed, calibrated, and refined to best reflect the specific area being studied and to ensure reasonable sensitivity in the model to the proposed build scenario. CTPS will calibrate its model to a network area between Interstates 93 and 95 in Woburn using counts provided by the client’s consultant, World Tech Engineering, LLC. The client’s consultant will provide CTPS with counts for the AM and PM peak periods for all of the locations for which it seeks data from CTPS. The client anticipates needing data for approximately thirty locations. If data for significantly more than thirty locations are requested, a modification to this work plan may be required.

 

When the model has been updated with current traffic counts, CTPS will run the model iteratively to develop the best calibrated base year possible. CTPS will utilize a calibration technique known as Origin Destination Matrix Estimation to perform the calibration.

 

Products of Task 2

 

Task 3  2018 Base Year Highway Assignment

The calibrated model will be applied to develop baseline estimates of travel in the study corridor. CTPS will provide the client and its consultant with total vehicle volumes (not disaggregated by vehicle class) for the AM and PM peak periods.

Products of Task 3

 

Task 4  2040 No-Build Highway Assignment

After a calibrated base year has been developed, CTPS will carry the project specific calibration measures into future year 2040 model runs starting with a 2040 no-build model run which will be based upon the Boston Region Metropolitan Planning Organization’s current Long-Range Transportation Plan (LRTP) Build Scenario.

Products of Task 4

 

Task 5  2040 Build Highway Assignment

CTPS will model the implementation of the proposed Cedar Street ramp for a 2040 build scenario. At the request of the client, CTPS will also include in this build scenario one of the alternatives CTPS studied in the  Low-Cost Improvements to Express-Highway Bottleneck Locations study from December 3, 2015.1 Note that the auxiliary lane described in that alternative is not a project in the current LRTP.

For the 2040 build scenario assignments, CTPS will use the same trip tables that were produced in the 2040 no-build scenario from Task 4. Using the same trip tables in the build scenario as were used in the no-build scenario will allow CTPS and the project team to isolate the effects of the differences between the no-build and build scenarios.

Products of Task 5

Task 6  Project Documentation

When the work for the project has been completed, CTPS will document its work in a technical memorandum.

Products of Task 6

1 In the 2040 build scenario CTPS will include Alternative 2 for Location 1 as described on page 12 of the December 3, 2015, memorandum.

 

Exhibit 1
ESTIMATED SCHEDULE
Cedar Street Ramp to Interstate 93 Study


Task
Week
1 2 3 4 5 6 7 8
1.
Coordinate With the Project Team
From Week 1, Day 1 to Week 8, Day 5.
2.
Update Traffic Counts and Calibrate Model
From Week 1, Day 3 to Week 3, Day 1.
3.
2018 Base Year Highway Assignment
From Week 3, Day 2 to Week 4, Day 5.
4.
2040 No-Build Highway Assignment
From Week 5, Day 1 to Week 6, Day 4.
5.
2040 Build Highway Assignment
From Week 6, Day 4 to Week 8, Day 2.
6.
Project Documentation
From Week 8, Day 3 to Week 8, Day 5.
Deliverable
A
Delivered by Week 8, Day 5.
Products/Milestones
A: Technical memorandum no. 1

 

 

Exhibit 2
ESTIMATED COST
Cedar Street Ramp to Interstate 93 Study

Direct Salary and Overhead

$39,996

Task
Person-Weeks Direct
Salary
Overhead
(109.09%)
Total
Cost
M-1 P-4 Total
1.
Coordinate With the Project Team
0.8 0.2 1.0 $2,768 $3,020 $5,788
2.
Update Traffic Counts and Calibrate Model
0.5 1.5 2.0 $3,377 $3,684 $7,062
3.
2018 Base Year Highway Assignment
1.0 2.5 3.5 $6,002 $6,548 $12,550
4.
2040 No-Build Highway Assignment
0.5 1.0 1.5 $2,625 $2,864 $5,489
5.
2040 Build Highway Assignment
0.5 1.0 1.5 $2,625 $2,864 $5,489
6.
Project Documentation
0.3 0.8 1.1 $1,730 $1,888 $3,618
Total
3.6 7.0 10.6 $19,128 $20,867 $39,996

Other Direct Costs

$0

TOTAL COST

$39,996
Funding
Contract (to be determined)

 

 

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