Operational Improvements and Congestion Management Questionnaire

Project Information

Agency Name TxDOT Beaumont District
Project Title FM 1960 Widening
Facility/Street/Highway FM 1960
Limits From SH 321 to SH 99
Description Widen from 2 to 4 lanes
Timeframe Short Term (0-5 Years)
Estimated Cost $27,500,000.00

Investment Category-Focused Criteria

No

1.0 – 1.25

Travel Time Index (TTI) is a ratio that compares peak period travel times along a corridor to average travel times, thus estimating a relative level of rush hour congestion. Current TTI for the project area is between1.00-1.25, indicating that it takes 1.00 to 1.25 times as long to travel this corridor in the peak period than average, which is mildly congested. Existing congestion along FM 1960 comes from traffic coming from and to the city of Dayton and SH 99. Approximately 1/3 of trips on FM 1960 take place during the PM Peak and 1/4 during the AM Peak. This indicates heavy commuter traffic which creates congestion and decreases traffic operations.

< 1.0

Travel Time Index (TTI) is a ratio that compares peak period travel times along a corridor to average travel times, thus estimating a relative level of rush hour congestion. Existing congestion along FM 1960 comes from traffic coming from and to the city of Dayton and SH 99. Approximately 1/3 of trips on FM 1960 take place during the PM Peak and 1/4 during the AM Peak. This indicates heavy commuter traffic which creates congestion and decreases traffic operations.

The project will be reconstructing and widening from 2 to 4 lanes (adding 2 through lanes and installing continuous turn lane) while also constructing Safety improvements (install pavement markings, resurfacing). The segment will be brought up to TxDOT and FHWA safety design standards. The proposed design would include edge line rumble strips or profile pavement markings.

No

Yes

FM 1960 ties to SH 321 and SH 99 directly and to SH 146 indirectly - these are all designated evacuation routes. FM 1960 provides connectivity between these evacuation routes.

Other Investment Category Focused Criteria

Yes

The Dayton area continues to grow, with industrial and residential developments currently planned on the west side of town. The additional lanes provided by this project will help alleviate the increase of traffic and maintain a high level-of-service as the area grows. The turn lanes included with the project will maintain safe access to businesses and residences along the route.

Pedestrian and bike accommodations will be included in accordance with TxDOT's Roadway Design Manual. This would include sidewalks at a minimum as well as 10'-minimum width shoulders.

Brazos Transit's route in Dayton includes a segment of FM 1960 within this project's limits. The additional capacity provided by this project will improve the level-of-service on FM 1960 (reducing congestion) and should improve safety. This will directly benefit all roadway users including those using this transit service.

The proposed project will reduce inoperability from vehicular crashes or potential storm damage by providing additional lanes of travel. The proposed facility will be less prone to complete closure because of the added capacity. The increased capacity should also help reduce the number of accidents and improve the response time of emergency responders.

This project will improve the state of good repair and extend and improve the service life and resiliency of the facility by adding newly constructed sections and reevaluating any existing pavement that may remain to bring it up to the current standards. The pavement design for the new sections and any existing sections will be based on the latest traffic data and design standards. The drainage facilities for the project will be designed to meet or exceed ATLAS-14 standards. With this newly constructed / reconstructed section minimal maintenance work should be required for several decades.

Planning Factors Criteria

3.533

15.899

The proposed project reduces expected fatality and serious injury crashes by building to current design standards with 12' travel lanes and 10' outside shoulders and a 14' - 16' center left turn lane. The proposed design would include additional through lanes, a continuous turn lane, and edge line rumble strips or profile pavement markings as appropriate.

Resiliency

Low

Low

The proposed project would reduce the vulnerability to flooding as it would be built to current hydrologic and hydraulic design standards. It would be designed to meet or exceed ATLAS-14 drainage standards. Specific improvements may include additional cross drainage capacity and possibly raising the proposed roadway profile if determined necessary by the hydraulic analysis.

Access/Connectivity

2670

5161

No

No

No

Environmental Justice

2670

5161

1173

856

331

739

21.2

By adding capacity, the proposed project should reduce traffic congestion and help minimize travel delays. This added capacity project should improve connectivity to and from the employment opportunities along this corridor. The additional through lanes and center turn lane should help improve safety along this stretch of roadway. The project would provide accommodations for pedestrian and bike traffic in accordance with TxDOT's Roadway Design Manual as needed. Widening the facility, adding a center turn lane, and including 10' shoulders will provide a safety benefit to employees entering and exiting the roadway from businesses along the corridor. Providing full shoulders will provide a safer bicycling area within corridor.

The footprint of the proposed roadway improvements would be minimized to help prevent impacts to adjacent properties, thus reducing any possible displacements of persons, businesses, etc. The current roadway usage would not change with the proposed construction project. The addition of through lanes would maintain access to adjacent properties including public and private facilities and services with less impact to the flow of traffic than currently occurs. Any sound walls that are identified prior/during the National Environmental Policy Act (NEPA) process will be constructed on this project.

Impacts on Natural and Cultural Resources

Floodplains present in the project vicinity include the 100 year, 500 year, and a floodway. In addition, some wetlands are present. During project development, wetland information is provided to the design team to determine where the project might impact Waters of the U.S. (WOUS). The design is adjusted if possible to avoid and minimize impacts to WOUS. Any unavoidable impacts are mitigated through USACE approved mitigation banks. With regard to the floodplains present, the project would be designed to have no negative impact to the floodplain and we would coordinate with the floodplain administrator concerning these.

NOx - .69 Tons VOC - .91 tons

Innovation

No

No

Additional Documents