High Growth Area Needs Questionnaire

Project Information

Agency Name TxDOT Beaumont District
Project Title US 90 - Klemp Rd Interchange
Facility/Street/Highway US 90
Limits At Klemp Rd
Description Construct new interchange on US 90 with RR overpass on Klemp Rd
Timeframe Medium Term (6-10 Years)
Estimated Cost $70,000,000.00

Investment Category-Focused Criteria

BMT is currently working with UPRR at the nearby wye crossing that will close the access/crossing from FM 605 & Waco St to US 90 at the Waco St. intersection. There is not another UPRR crossing that connects the roadways north of US 90 , therefore the crossing at Klemp St is needed.

No

Grade separated intersection of US 90 and Klemp Rd, with a bridge over the UPRR ROW.

Yes

This interchange will connect in to the Dayton Relief Route which provides a connection between FM 1960 to the west and US 90 heading east. Currently this connection passes through the city of Dayton and is discontinuous. Additionally, the Dayton Relief Route will provide connection to existing properties in a more direct manner as well as provide opportunity for greater growth by reducing truck traffic through Dayton and creating a thoroughfare on the south side of town where commercial development can occur.

Yes

The US 90/Klemp Interchange will provide a north-south connection in Dayton across the UPRR railroad. Currently Stilson Rd and SH 321 are the two roadways that cross UPRR, separated almost 2 miles apart. The interchange will provide the accessibility and safety of crossing the railroad with a grade separation.

LOS B

Yes

The US 90/Klemp Interchange will provide a north-south connection in Dayton across the UPRR railroad. Currently Stilson Rd and SH 321 are the two roadways that cross UPRR, separated almost 2 miles apart. The interchange will provide the accessibility and safety of crossing the railroad with a grade separation.

No

Yes

Model.HighGrowthAreaNeedsQuestionnaire.InvestmentCategory5ai

Other Investment Category Focused Criteria

No

Existing US 90 through Dayton has an AADT of over 22,000 on a 4-lane facility with multiple signalized intersections. This facility is severely congested at peak times during the day and includes additional delays from the at-grade railroad crossing. The proposed grade separation provides better access between FM 1960 and US 90, removing the conflict of an at-grade crossing. This will improve mobility and reduce congestion by removing the at-grade crossing with future traffic diverting onto the new crossing instead of travelling through Dayton to access FM 1960. Truck traffic will have a better access point from FM 1960 to US 90 with the grade separation.

Existing US 90 through Dayton has an AADT of over 22,000 on a 4-lane facility with multiple signalized intersections. This facility is severely congested at peak times during the day and includes additional delays from the at-grade railroad crossing. The proposed grade separation provides better access between FM 1960 and US 90, removing the conflict of an at-grade crossing. This will improve mobility and reduce congestion by removing the at-grade crossing with future traffic diverting onto the new crossing instead of travelling through Dayton to access FM 1960.

The proposed interchange will remove traffic from other crossings closer into town and improve bike/ped safety by reducing traffic on those other facilities. It also will divert some traffic away from the downtown area of Dayton, using the grade separation to access FM 1960. This creates less traffic and will provide more opportunity for bike/ped traffic along the facility.

The proposed interchange will remove traffic from existing at-grade crossings, which would likewise reduce congestion and improve LOS for all users of the facility, including transit services.

The proposed grade-separation will add another north-south connector across UPRR, helping to provide alternate routes in case of inoperability along the existing roadway. The grade separation will also provide emergency vehicles an option of crossing over UPRR without being impacted by a crossing train.

Reducing traffic along at-grade crossing will help extend the service life of other facilities such as Stilson and SH 321. The pavement improvements will be built to design standard based on latest traffic data and the new interchange will have a service life of decades.

Planning Factors Criteria

0

454.404

The proposed interchange will create a grade-separation over the UPRR. This will reduce conflict from an at-grade crossing and allow for improved traffic operations. Based on crash data the serious injuries occurred at the RR Gate or stop sign at this at-grade crossing.

Resiliency

Low

Model.HighGrowthAreaNeedsQuestionnaire.Resiliency2

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

1885

1358

No

Yes

No

Environmental Justice

1885

1358

44

528

68

65

25.5

By providing a grade separation across the UPRR line, the proposed project should reduce traffic congestion and help minimize travel delays on existing US 90. The reduced congestion should improve connectivity to and from the numerous employment opportunities along this corridor in Dayton. The reduced traffic volume and congestion on US 90 should also improve safety for bike/pedestrian users of that facility and it should reduce trip time for transit users (area served by Brazos Transit).

The footprint of the proposed roadway improvements would be minimized to help prevent impacts to adjacent properties. The addition of a grade separation with the UPRR will still maintain access to adjacent properties including public and private facilities and services with less impact to the flow of traffic than currently occurs.

Impacts on Natural and Cultural Resources

Floodplains present in the project vicinity include the 100 year, 500 year, and a floodway. In addition, 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 - .20 tons ; VOC - .22 tons

Innovation

No

No

Additional Documents