Operational Improvements and Congestion Management Questionnaire

Project Information

Agency Name TxDOT Houston District
Project Title FM 1314 AMS Phase 3 of 3
Facility/Street/Highway FM 1314
Limits From SL 494 to SH 242
Description FM 1314 Access Management Study Long Term Recommendations Implementation (Phase 3)
Timeframe Long Term (More than 10 Years)
Estimated Cost $87,560,000.00

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 1.33, indicating that it takes 1.33 times as long to travel this corridor in the peak period than average, which is moderately congested.

1.5 – 1.75

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 1.33, indicating that it takes 1.33 times as long to travel this corridor in the peak period than average, which is moderately congested.

The long-term congestion management strategy focuses on improving the mobility, safety, and efficiency of the corridor. These improvements collectively meet both current and future demands of the corridor while maintaining the corridor’s safety, efficiency, and utility. The strategies include: Lane widening from 2 to 3 lanes in each direction (4 to 6 lanes total) along FM 1314 with 12-foot shoulders and additional turn lanes from IH 69 N to Gene Campbell Blvd. Reserving the ROW along Gene Campbell Blvd for future widening. Drainage study and additional drainage infrastructure improvements (as determined by study). Construction of a raised curb and a 10-ft shared-use sidepath on both sides of FM 1314 (6.7 miles). Installation of a new traffic signal to improve mobility at Ferne Drive. 12-foot shoulder from McQueen Rd to Sorters Rd. Driveway management along the corridor, including the consolidation and installation of driveways (case by case basis). Realignment of Owens Rd, will convert this intersection to a traditional four leg intersection. Realignment of Fathree Dr to improve intersection angle and sight distance. Realignment of Mills Rd to improve intersection angle and sight distance. Realignment of Mills Rd intersection. At-Grade Railroad Intersection realignment/consolidation with Royal Purple Lane at SL 494 and FM 1314.

No

Yes

FM 1314 connects directly to IH 69 N which is identified as an evacuation route.

Other Investment Category Focused Criteria

No

The project is not located on a Critical Urban Freight Corridor. The project is not located on the TxDOT or FHWA Freight Networks. The project improves regional goods movement by access management (medians/turn lanes) which will enhance traffic flow and reduce the quantity and severity of crashes. EMCID is a premier freight generator and logistic center. It is located along Gene Campbell Blvd, and FM 1314 is one of the two roads (the other being FM 1485) that provides access to Gene Campbell Blvd. The industrial park is expected to continue future growth, with an additional 800 acres of land in expansion plans. The 4 to 6 lane widening from IH 69 N to Gene Campbell Road will improve traffic flow for truck traffic and commuters alike.

EMCID is a premier freight generator and logistic center. It is located along Gene Campbell Blvd, and FM 1314 is one of the two roads (the other being FM 1485) that provides access to Gene Campbell Blvd. The industrial park is expected to continue future growth, with an additional 800 acres of land in expansion plans. See work types on High Growth Area Needs Question 3.

10 Ft Shared use paths and/or 6 ft sidewalks are being recommended on the entire corridor.

There is no transit along this corridor.

FM 1485 Corridor runs almost parallel to this project, inoperability impacts would be minimized because traffic could use FM 1485 as a backup route if FM 1314 were shut down.

Pavement Score: Fair This segment contains pavement in Fair condition, according to TxDOT and FHWA guidelines. The project includes reconstruction of the roadway which will lead to an improvement in the state of good repair and extend the service life of the facility.

Planning Factors Criteria

3.196

16.895

The crash rate per VMT on the southern end of FM 1314 are above the statewide average, with the segment between IH 69 and SL 494 far exceeding the statewide average. The statewide average crash rate of FM roads is 253.5 per 100 million VMT (MVMT). However, the average crash rate on FM 1314 is 340 per 100 MVMT from Sorters Rd to IH 69 and an astonishing 1,246 per 100 MVMT from IH 69 to SL 494. Crashes data from CRIS for years 2017-2022 report a total of 1,358 crashes within those six years. There are eight fatal and 30 severe injury crashes in these years, suggesting that severe crashes reoccur annually. Failing to control speed and failing to yield right of way are the top primary contributing causes to crashes. See work types on High Growth Area Needs Question 3, to summarize (WC 517, 521/522, and 407).

Resiliency

Low

Medium

All current projects are being designed to meet and/or exceed ATLAS-14 drainage standards.

Access/Connectivity

12,790

12,904

No

Yes

Yes

Environmental Justice

12,790

12,904

3,900

2,426

1,348

2,605

28.5

This project will improve mobility to and from jobs and provide for multimodal opportunities by including sidewalks/shared use paths. Students will now have safe routes to schools along the corridor.

This project includes medians that opportunity spaces for green landscaping (improves air quality and creates a traffic calming measure to improve safety) by EMCID if they so choose. For example, the project will improve drainage to ATLAS-14 standards, which will mitigate impacts from added capacity to vulnerable populations.

Impacts on Natural and Cultural Resources

FM 1314 subject to frequent flooding as it is located between the Caney Creek and Dry Creek. Segments of the FM 1314 corridor are under the 100-year or 500-year floodplains. All projects are being designed to match or exceed ATLAS-14 standards.

NOx: -1.79, VOC: -7.56

Innovation

Yes

Brand new Signal Phasing and timing (SpAT) signals will be installed on this segment of the project (Related to CSJ 0912-00-701 that will install 1,100+ of these signals on all traffic lights on TxDOT HOU district roads)

Yes

Brand new Signal Phasing and timing (SpAT) signals will be installed on this segment of the project (Related to CSJ 0912-00-701 that will install 1,100+ of these signals on all traffic lights on TxDOT HOU district roads)

Additional Documents

2023HGAC-CFP-CR-LOS-City of Conroe - Asst Director of Capital Projects (All Montgomery Co Projects).pdf

2023HGAC-CFP-CR-LOS-Montgomery County - County Judge&Comm (All Montgomery Co Projects).pdf

2023CFP-229 map.png