Operational Improvements and Congestion Management Questionnaire

Project Information

Agency Name TxDOT Houston District
Project Title FM 1314 AMS Phase 1 of 3
Facility/Street/Highway FM 1314
Limits From SL 494 to SH 242
Description FM 1314 Access Management Study Short Term Recommendations Implementation (Phase 1)
Timeframe Short Term (0-5 Years)
Estimated Cost $3,340,000.00

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.

AADT for various count locations along and near the study corridor were collected from STARS II for the year 2019. The bidirectional volume along the FM 1314 study corridor ranges from 17,200 to 36,400 annually. The highest volume is seen west of the IH 69 N interchange where most of the study corridor’s commercial development exists. INRIX speed data identifies congestion on FM 1314 as peak hour speeds at segments between south of SH 99/Grand Pkwy and just south of Sorters Rd are more than 10 mph below the speed limit. The congestion gets worse as the corridor approaches the IH 69 interchange and SL 494. The most densely developed section of the corridor is located between Ferne Dr and SL 494 spanning five miles. This section experiences a higher concentration of congestion and crashes. The average travel time along this section of the corridor is 10.8 minutes in the northbound direction and 10.2 minutes in the southbound direction. Nine intersections were identified with an approach LOS of E or F that necessitate priority. Most notable are eastbound approaches at Valley Ranch Pkwy/Old Sorters Rd, Riverwalk Dr/Spartan Dr, Cumberland Blvd/Painted Blvd, and the Grand Pkwy EBFR, westbound approaches at Commerce Ave, Partner’s Way, Valley Ranch Pkwy/Old Sorters Rd, Riverwalk Dr/Spartan Dr, Cumberland Blvd/Painted Blvd, Kelley Joe Smith Rd/GameStop Dwy, and the Specs Dwy/Subway Dwy. Other notable LOS failures occur along FM 1314 at the northbound approaches of intersections at IH 69 NBFR and Specs Dwy/Subway Dwy. The short-term congestion management strategy is part of a broader initiative to improve traffic flow and safety along the FM 1314 corridor. These improvements focus on cost-effective and rapidly deployable solutions within ROW that aim to tackle urgent congestion issues and set the groundwork for mid- and long-term improvements. To address traffic flow, these strategies prioritize optimization and coordination of signals at all signalized intersections, improving timing and synchronization and minimizing stop-and-go traffic along the corridor. By recalibrating traffic lights, this strategy seeks to reduce travel time and improve mobility, particularly during peak periods. In addition, a new traffic signal is suggested to improve mobility at Fatheree Dr near Porter High School, which is expected to experience increased traffic due to the presence of the high school and proposed future developments. Safety issues are addressed through the installation of emergency flashing signals at Porter Fire Department (south of Rolling Hills Dr) and the improvement of pavement markings and school signage along the corridor, contributing to traffic awareness. Enhanced street lighting is suggested at Lazy Lane to improve visibility and safety for all road users. Additionally, raised medians are proposed throughout the corridor to control left-turn movements, improve road aesthetics, and contribute to reduced congestion as well as increased safety. The proposal also recommends the installation of a 5-ft sidewalk from SH 242 to McQueen (2.5 mi) and a 10-ft shared-use sidepath from McQueen to SL 494 (2.8 mi), which seeks to improve sidewalk connectivity, facilitate safe pedestrian movement, and encourage walking for shorter distances, providing potential relief to vehicular traffic.

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.

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.

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. This project will be installing raised medians (WC 203), widening shoulders (WC 536), left and right turn lanes (WC 519 and 521), and constructing shared use paths (WC 407).

Resiliency

Low

Medium

All current projects are being designed to meet and/or exceed ATLAS-14 drainage standards. Detention ponds are likely when the corridor is widened.

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. Another example is 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: -3.34, VOC: -14.08

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-227 map.png