Who is Completing the Application?

Please provide contact information for the person who will complete the online application for this project. The email address and password entered here will be used to complete and submit both Pre-Applications and Applications.

Matthew Johnson

Traffic Engineer

281-420-7119

[email protected]

Primary Agency Information

Please provide contact information for the agency official who is representing the project sponsor. This individual will be considered the official applicant and must be authorized by their agency to submit this request for funding and make necessary assertations and representations on the agency’s behalf.

City of Baytown

Jose Pastrana

Director of Engineering

281-420-6545

[email protected]

2123 Market Street

Baytown

TX

77522

Additional Agency Information

Texas Department of Transportation

Mouness Yacoub

Senior Project Manager

713-802-5000

[email protected]

7600 Washington Avenue

Houston

TX

77007

Project Information

Baytown IH-10 Ramp Reversal

Harris County

IH-10

John Martin Road to Garth Road

Garth Road is the main commercial corridor in Baytown. It routinely serves more than 40,000 vehicles per day. In the next two years the area between John Martin Road and Garth Road is expected to open several large scale commercial developments, which will increase the volume of traffic to Garth Road, John Martin Road, and the newly constructed San Jacinto Boulevard. The current configuration of the entrance and exit ramps for eastbound IH-10 is the old diamond pattern, meaning the entrance ramp is located shortly after John Martin Road and the exit ramp gore is located approximately 1,100 feet upstream of Garth Road. This configuration combined with the expected increases in traffic will present a roadway safety issue. Under current traffic conditions, the eastbound queue at Garth Road extends to the exit ramp. This condition makes it unsafe for drivers who need to access Garth Road because of the necessary weaving patterns.

The proposed improvements include moving the exit ramp westward towards John Martin Road, shifting the on-ramp eastward towards Garth Road and installing a weaving lane between the two ramps.

The primary outcomes of this project are expected to be easier access to eastbound IH-10, fewer opportunities for accidents on the feeder road, increased traffic flow and mobility, decreases in delay, and an increase in LOS for all modes of transportation that use the corridor.

I Don't Know

Yes

IH10/ 0508-01-359

Less than $100 million

(Manage) Access Management/Safety/Grade Separations

4400000

Resolution No. 2548.pdf

Project Development/Readiness

30% PS&E

None of the Above

01/01/2020

No

No

No

Yes

No

No

Yes

0508-01-359 - IH 10 Ramp Reversal AFA -City of Baytown.pdf

Map/Location

Project Map.pdf

Project Budget

project-budget-worksheet-template.xlsx

No

Benefit/Cost Analysis

Roadway-Safety-Benefits-Template (1).xlsx

10312018113835AM.xlsx

Roadway-Emissions-Benefits-Template.xlsx

Planning Factors - Connectivity to Employment/Eliminates At-Grade Railroad Crossings

Yes

1 - 500 Jobs

No

Planning Factors - Environmental Justice

Yes

No

Planning Factors - Improves Corridor Level of Travel Time Reliability (LOTTR)

None of the Above

lottr-estimation-template.xlsx

Planning Factors - Improves Multimodal LOS

No

No

No

This project is expected to increase the LOS for Auto mode by removing on-facility weaving patterns and facilitating off-ramp flow to the intersection of IH-10 feeder road and Garth Road.

Planning Factors - Planning Coordination

No

Planning Factors - Roadway Hierarchy/Freight System Priority/Evacuation Route

Principal Arterial

Yes

No

Yes

No