Operational Improvements and Congestion Management Questionnaire
Project Information
Agency Name | TxDOT Houston District |
Project Title | FM 1314 AMS Phase 2 of 3 |
Facility/Street/Highway | FM 1314 |
Limits | From SL 494 to SH 242 |
Description | FM 1314 Access Management Study Medium Term Recommendations Implementation (Phase 2) |
Timeframe | Medium Term (6-10 Years) |
Estimated Cost | $5,700,000.00 |
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 mid-term congestion management strategies for the proposed project focus on enhancing the corridor's functionality and safety, responding to increasing traffic volumes and development changes The mid-term improvements are more economical than long-term improvements and are all located within existing right of way. However, these improvements may require additional study or coordination than short-term improvements before implementation. The strategies include: Raised medians throughout the corridor. Optimization and coordination of signals at all signalized intersections. Installation of a new traffic signal to improve mobility at Fatheree Dr near Porter High School. Installation of emergency flashing signals at Porter Fire Department (south of Rolling Hills Dr). Improvement of pavement markings and school signage along the corridor. Enhancement of street lighting at Lazy Lane. 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). Improvement of additional drainage infrastructure, determined by a future drainage study. Consolidation and installation of driveways (case by case basis).
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 N 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 N 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. Project will install raised medians and left turn lanes and sidewalks (WC 203, 519, 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-Montgomery County - County Judge&Comm (All Montgomery Co Projects).pdf