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Who is Completing the Application?
Please provide contact information for the person who will complete the online application for this project. The email address and password entered here will be used to complete and submit both Pre-Applications and Applications.
Megan Campbell
Planner
713-802-5325
Primary Agency Information
Please provide contact information for the agency official who is representing the project sponsor. This individual will be considered the official applicant and must be authorized by their agency to submit this request for funding and make necessary assertations and representations on the agency’s behalf.
Texas Department of Transportation - Houston
Quincy Allen
District Engineer
713-802-5000
7600 Washington Avenue
Houston
TX
77007
Additional Agency Information
Project Information
SH 146 Railroad Overpass
Galveston County
SH 146
FM 519, LOOP 197
SH 146 near FM 519 is currently an at-grade roadway with 2 lanes in each direction and paved shoulders. As SH 146 approaches SH 3 and the railroad, the road narrows to 1 lane in each direction. The current SH 146 bridge is a narrow, 2-lane bridge without shoulders that crosses SH 3 and the railroad above grade and at a skew. SH 3 currently is a 4-lane roadway, with shoulders, that crosses the railroad at grade, under the existing SH 146 bridge. The intersection is utilized by large numbers of heavy trucks travelling to and from Texas City industrial facilities and the port. The intersection configuration presents a challenge to drivers with large trucks due to the narrow lanes and the merging/weaving movements. The facility had 24 crashes, 2 serious injuries and 2 fatalities during the period from 2015 to 2017. Improving congestion on this facility could save users in excess of 31,000 hours of travel time per lane-mile. Congestion is adversely affecting the travel time and reliability for freight movement. The truck volume on the facility is roughly 2,263 trucks per day and this represents 6.4% percent of the facility's AADT.
Contruct railroad overpass and widen from 2 to 4 lanes (Remove bottleneck)
The project proposes to reconfigure the existing intersection. SH 146 and SH 3 would intersect at an above-grade, signalized t-intersection, removing the SH 3 at-grade crossing of the railroad. The SH 146 portion of the elevated structure would consist of 2 lanes in each direction, to match the existing SH 146 conditions north of the bridge, eliminating the bottleneck at the bridge. Access roads beneath the elevated intersection would provide access to adjacent properties. The purpose of this project is to reduce crashes, serious injuries and fatalities; reduce congestion on the facility and improve the reliability of peak-period travel times; reduce congestion and improve travel time reliability for freight movement on this facility.
Yes
467
Yes
0389-07-025
Less than $100 million
(Expand) Roadway Added Capacity/New Construction/Complete Streets
24256000
Project Development/Readiness
60% PS&E
Categorical Exclusion (CE)
06/01/2019
Open-Ended D
Yes
No
Yes
No
Yes
12/01/2019
12/01/2019
12/01/2021
34
0
No
No
Anticipated US Army Corps of Engineers Permits: 404 and 408
Map/Location
Benefit/Cost Analysis
HOU_55_HW_SH146 Roadway Safety Benefits Template.xlsx
Planning Factors - Connectivity to Employment/Eliminates At-Grade Railroad Crossings
Yes
501 - 600
Yes
Planning Factors - Environmental Justice
Yes
Yes
Planning Factors - Improves Corridor Level of Travel Time Reliability (LOTTR)
More than 0.30
HOU_55_HW_SH146 Level of Time Travel Reliability LOTTR Estimation Template.xlsx
Planning Factors - Improves Multimodal LOS
Yes
No
Yes
This project removes a bottleneck on SH 146 through adding additional railroad overpass lanes. This project incorporates 15' outside lanes on SH 3 to accommodate bicyclists.
Planning Factors - Planning Coordination
Yes
H-GAC RTP 2040 (Under MPO ID 467) ; City of Baytown Support Letter
http://www.h-gac.com/taq/plan/2040/default.aspx
Planning Factors - Roadway Hierarchy/Freight System Priority/Evacuation Route
Principal Arterial
No
No
Yes
No