Operational Improvements and Congestion Management Questionnaire
Project Information
Agency Name | TxDOT Beaumont District |
Project Title | FM 2025 Widening |
Facility/Street/Highway | FM 2025 |
Limits | From US 59 to SL 573 |
Description | Widen roadway and bridge to include turn lanes. |
Timeframe | Short Term (0-5 Years) |
Estimated Cost | $4,500,000.00 |
Investment Category-Focused Criteria
No
1.25 – 1.50
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 between1.25-1.50, indicating that it takes 1.25 to 1.50 times as long to travel this corridor in the peak period than average, which is mildly congested. Congestion comes from FM 2025 being a connection to US 50 and FM 537. Existing configuration of two lanes creates congestion during turning movements of vehicles into properties or onto the US 59 frontage roads.
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. Congestion comes from FM 2025 being a connection to US 50 and FM 537. Existing configuration of two lanes creates congestion during turning movements of vehicles into properties or onto the US 59 frontage roads.
The project will be reconstructing and widening (installing dedicated turn lanes and 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 2025 is an east-west connection from SL 573 (hurricane evacuation route) to a major evacuation route of US 59 in Cleveland. FM 2025 is at times used as a defacto evacuation route to move traffic in Cleveland onto the US 59 evacuation route heading NE.
Other Investment Category Focused Criteria
No
FM 2025 is a minor arterial serving as an E/W connector from US 59 to SL 5673, both primary freight corridors). The added center turn lanes and dedicated turn lanes at the interchange will help move trucks more effectively and improve safety and allow trucks to more freely connect to the primary freight corridor with the designated turning lanes for access to and from US 59 and SL 573.
Cleveland is projected to double the number of households within the next 5-10 years. The growth of the area and the proximity to US 59 necessitates improved access to the freeway and its connection to Houston. Widening FM 2025 improves the traffic operation of the interchange at US 59 by providing dedicated left and right movements while maintaining through traffic in the area. The added capacity will help to better convey the traffic accessing the US 59 corridor.
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 added turn lanes to access the US 59 freeway. The proposed facility will be less prone to complete closure because of the added center turn lane. Access management strategies such as selective placement of raised medians should reduce vehicular collisions.
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
0
33.242
The proposed widening project will provide dedicated lanes for turning movements. Approximately 1/3 of the crashes over the last 5 years were dealt with turning movements within the same lane as the through movement. Adding a center turn lane will significantly reduce these factors by providing the dedicated laen for turning.
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
3670
3018
No
No
No
Environmental Justice
3670
3018
511
582
250
186
56.4
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 center turn lane and dedicated turn lanes and will 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. Adding dedicated turn lanes will provide a safety benefit to employees entering and exiting the roadway from businesses along the 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 a center turn lane would provide better and safer access to businesses along the roadway.
Impacts on Natural and Cultural Resources
Floodplains present in the project vicinity include the 100 year, 500 year, and a floodway. In addition, 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 - 1.47 tons ; VOC - 2.73 tons
Innovation
No
No