Operational Improvements and Congestion Management Questionnaire

Project Information

Agency Name TxDOT Beaumont District
Project Title FM 565 Widening
Facility/Street/Highway FM 565
Limits From FM 1409 to FM 3180
Description Add center turn lane and 10 foot shoulders
Timeframe Short Term (0-5 Years)
Estimated Cost $15,000,000.00

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. Congestion comes from heavy truck traffic and busy industrial area with movement of freight. Heavy traffic during AM and PM Peaks with work commuters

< 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. Congestion comes from heavy truck traffic and busy industrial area with movement of freight. Heavy traffic during AM and PM Peaks with work commuters

The project will be reconstructing and widening (installing continuous turn lane) while also constructing Safety (install pavement markings, resurfacing) and operational improvements (widen paved shoulder) . 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 565 is a north-south roadway that connects into IH-10 in order to get on a hurricane evacuation route. Alternately, FM 565 also connects to SH 99, which turns into a hurricane evacuation route north of IH 10.

Other Investment Category Focused Criteria

No

FM 565 is a major collector connecting FM 146 and IH 10. The widening of FM 1960 will improve capacity along the corridor, allowing freight coming from the industrial sites along SH 146, FM 1405 and south near the gulf to move more freely and with less conflicts as they travel to IH 10 (greater level-of-service). The additional lanes will provide safer turning movements and passing movements for vehicles.

Over the past decade, the areas of Mont Belvieu and Barbers Hill have grown significantly and they continues to grow. There has been substantial commercial investment along this section of SH 146 along with industrial development on FM 565 and the addition of numerous distribution centers along FM 1405, and the growth/development in this area is not slowing. This project will alleviate future congestion due to current and future economic development by adding additional capacity to FM 565.

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

No existing or planned transit service is provided on this facility.

The proposed project will reduce inoperability from vehicular crashes or potential storm damage by providing additional lanes of travel and full 10' shoulders. The proposed facility will be less prone to complete closure because of the added capacity. The increased capacity should 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

13.747

6.874

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, edge line rumble strips or profile pavement markings as appropriate, and full-width shoulders (10' vs the existing that are 4' or less).

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

2344

6987

No

No

No

Environmental Justice

2344

6987

1775

864

177

382

9.5

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 adding 10' shoulders will provided a safety benefit to employees entering and exiting the roadway from businesses and warehouses 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. The proposed roadway section will fit in the existing ROW and thus will not require any 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. The addition of a center turn lane would provide better and safer access to businesses along the roadway.

Impacts on Natural and Cultural Resources

Floodplains present in this project 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 - .34 tons ; VOC - .57 tons

Innovation

No

No

Additional Documents