Operational Improvements and Congestion Management Questionnaire
Project Information
Agency Name | TxDOT Beaumont District |
Project Title | FM 1405 Widening |
Facility/Street/Highway | FM 1405 |
Limits | From SH 99 south to FM 2354 |
Description | Widen from 2 to 4 lanes with center turn lane |
Timeframe | Short Term (0-5 Years) |
Estimated Cost | $16,000,000.00 |
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 accessing the distribution centers and industrial sites. FM 1405 is key in the transporting of freight from the origin of the distribution centers to their destinations through access to SH99 and IH-10 and travel along that east-west corridor. Heavy traffic is during morning and afternoon peak hours as commuters travel to and from the work destinations.
< 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 accessing the distribution centers and industrial sites. FM 1405 is key in the transporting of freight from the origin of the distribution centers to their destinations through access to SH99 and IH-10 and travel along that east-west corridor. Heavy traffic is during morning and afternoon peak hours as commuters travel to and from the work destinations.
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 1405 is a north-south roadway that connects into SH 146, providing an alternative route to IH-10 in order to get on a hurricane evacuation route. Alternately, FM 1405 also connects to SH 99, which turns into a hurricane evacuation route north of IH 10.
Other Investment Category Focused Criteria
Yes
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 1405.
There are few (if any) bike or pedestrian generators within the project limits. The need for sidewalks or bike accommodations will be further evaluated during the project development process and will be included in accordance with TxDOT's Roadway Design Manual if needed.
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
0
1.34
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
High
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
1509
2161
No
No
No
Environmental Justice
1509
2161
780
479
142
243
23.3
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, Coastal Flood Zone, 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 - .29 Tons ; VOC - .38 tons
Innovation
No
No