From A Avondale le-Hasl Haslet R Road to I-35W 35W
Tarrant Co Count nty, Texas
PUBLIC M C MEETING
US 8 S 81 1 / US 28 S 287 7 FRONTAGE ROADS: AVONDAL ALE T TO I-35W 35W
CSJ: 0014-15-037 Thursday, November 14, 2019
PUBLIC M C MEETING US 8 S 81 1 / US 28 S 287 7 FRONTAGE ROADS: - - PowerPoint PPT Presentation
PUBLIC M C MEETING US 8 S 81 1 / US 28 S 287 7 FRONTAGE ROADS: AVONDAL ALE T TO I-35W 35W From A Avondale le-Hasl Haslet R Road to I-35W 35W Tarrant Co Count nty, Texas CSJ: 0014-15-037 Thursday, November 14, 2019 Presentation
From A Avondale le-Hasl Haslet R Road to I-35W 35W
Tarrant Co Count nty, Texas
CSJ: 0014-15-037 Thursday, November 14, 2019
5 6-11 12 13-14 15-16 3-4 17-18 Project Location, and Purpose and Objectives Proposed Typical Section Design Proposed Schematics with Alternative Design Concepts Bicycle and Pedestrian Accommodations Estimated Project Costs and Schedule TxDOT Contact Information Adjacent TxDOT Project Information 1
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2 3 4 5 6 7
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Pr Pres esen entat ation Slid ide N No.
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Begin in P Proje ject
156
End Pr d Project
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Bike accommodation to be determined (see Bicycle & Pedestrian Accommodation slide)
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Tie ie-in Pr Proje ject per r Mobil ilit ity 2 2045 (MT MTP ID ID 1 1.4 .40.1): US 81 / / 287 “ “Asset O Optimiz izat atio ion C Corrido idor”
Begin in P Proje ject Proposed ROW (at each quadrant) Proposed ROW
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Proposed ROW 14 14’ - 4” E Exi xist sting Bri ridge C Cle leara rance Replac ace R Roundab dabouts w with a a Signal aliz ized I d Intersectio ions Proposed ROW 15’ 15’ - 0” E Exi xist sting Bri ridge C Cle leara rance
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Low Lower t the he Bonds R Ran anch R Rd d profi file le to achieve ve a a 16’ 16’-6” 6” ve vert rtical b bri ridge c cle learance Low Lower t the he FM 1 156 56 profi rofile to
ve a a 16’ 16’-6” 6” bri ridge c cle leara rance
Proposed ROW (at each quadrant)
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End Project
Proposed ROW
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ALTERNATIVE PROS
DIAMOND ALTERNATIVE
ALTERNATIVE CON
Proposed ROW Proposed ROW Proposed ROW (at each quadrant) Proposed ROW
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End Project
DDI ALTERNATIVE
Directional D al Distribution
ange ( (DDI)
ALTERNATIVE PROS ALTERNATIVE CONS
Proposed ROW Proposed ROW
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End Project
BOX ALTERNATIVE
Two B
Interchan anges / / Reali alignments
ALTERNATIVE PROS ALTERNATIVE CONS
Proposed ROW Proposed ROW
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End Project
ROUNDABOUT ALTERNATIVE
Two B
Interchan anges / / Reali alignments
ALTERNATIVE PROS ALTERNATIVE CONS
Proposed ROW
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Source: FHWA, Bikeway Selection Guide, Feb., 2019 CSJ: 0014-15-037 Thursday, November 14, 2019
Bicyclists: The 6-foot bike lane with a 3-foot buffer improves motorist awareness of bicyclists
Motorists: Motorists can easily
roadway and have decreased stress operating around bicyclists. Pedestrians: Comfort and safety remains unchanged. Transit Operators and Riders: Buses can stop within the shoulder, which can create conflicts with bicyclists. Bicyclists: The shoulders and travel lanes can be reduced in width to create a bi-directional separated bike lane. Motorists: Motorists can easily
and have decreased stress
Pedestrians: Comfort and safety remains unchanged. Transit Operators and Riders: Buses will be required to stop within the travel lane. At transit stops, it will be required that waiting pedestrians are not standing on the shared use path. Bicyclists: The existing sidewalk can be widened to create a shared use path. Pedestrian use will likely result in some cyclists to operate in the roadway. Motorists: Minimal impact on motorist safety given the slower speed nature of the roadway. Pedestrians: The path creates a comfortable and safe place for people to walk continuously
Transit Operators and Riders: Buses will be required to stop within the travel lane. At transit stops, it will be required to make sure waiting pedestrians are not standing on the shared use path. Rider access is improved with safer street crossings. Related Resources
On-Road Bicycle Networks into Resurfacing Projects
Countermeasures
(TRB) Highway Capacity Manual
Service
5-6 Lane Roadway (Buffered Bike Lane Option) 5-6 Lane Roadway (Separated Bike Lane Option) 5-6 Lane Roadway (Shared Use Path Option)
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Ti Timeline Activ ivit ity November 2019 Open House Public Meeting End of 2019 60% Complete Design Schematic submitted to TxDOT Design Division Spring 2020 Value Engineering Study Fall 2020 Public Hearing End of 2020 Noise Workshop (addressing noise mitigation with adjacent owners) End of 2020 Environmental Approval
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– Add one mainlane in each direction – New interchanges with proposed roadways – Add frontage roads and convert to continuous system of one-way frontage roads
PROJECT LOCATION ADJACENT LOCATION CSJ: 0014-15-037 Thursday, November 14, 2019
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CSJ: 0014-15-037 Thursday, November 14, 2019