PUBLIC M C MEETING US 8 S 81 1 / US 28 S 287 7 FRONTAGE ROADS: - - PowerPoint PPT Presentation

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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


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SLIDE 1

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

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SLIDE 2

Presentation Topics

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

2

2 3 4 5 6 7

CSJ: 0014-15-037 Thursday, November 14, 2019

Pr Pres esen entat ation Slid ide N No.

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SLIDE 3

US 287 Project Location

3

US US 8 81 1 / US US 28 287 7 Proje ject L Limit mits

Begin in P Proje ject

81

156

End Pr d Project

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 4

Project Purpose & Objectives

4

  • Improve mobility
  • Enhance access
  • Reduce congestion by

designing for yea ear 2 2040 projected traffic volumes

  • Improve safety
  • Continuous one

ne-way ay frontage roads

  • Ac

Access ss ramp adjustments

  • One addi

dditional US 8 S 81 / 287 travel l lan ane in each direction

  • Adjust main lane profiles for

Wil illow S Sprin ings R Road ad and Heritage T ge Trace e Parkway bridge insertions

  • Interse

secti tion n layout ut upgrades and U-turn installations

  • Bike

e & pedes estrian integration

  • Increase bridge

dge clearances es

Purpose Objectives

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 5

Recommended Design | Proposed Typical Section

5

PROPOSED US 81 / 287 TYPICAL SECTION

Bike accommodation to be determined (see Bicycle & Pedestrian Accommodation slide)

* * *

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 6

Recommended Design | Schematic Roll 1 of 3

6

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”

81

Begin in P Proje ject Proposed ROW (at each quadrant) Proposed ROW

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 7

Recommended Design | Schematic Roll 2 of 3

7

81

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

156

CSJ: 0014-15-037 Thursday, November 14, 2019

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

  • achieve

ve a a 16’ 16’-6” 6” bri ridge c cle leara rance

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SLIDE 8

Proposed ROW (at each quadrant)

81

8

Recommended Design | DIAMOND ALTERNATIVE

End Project

  • ----

Proposed ROW

CSJ: 0014-15-037 Thursday, November 14, 2019

  • One Interchange / Bridge Overpass
  • Two-way Harmon-N Tarrant access

ALTERNATIVE PROS

DIAMOND ALTERNATIVE

  • N. Tarrant Pkwy Realignment & Overpass

ALTERNATIVE CON

  • Harmon Rd routing / diversion

Proposed ROW Proposed ROW Proposed ROW (at each quadrant) Proposed ROW

81 81

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SLIDE 9

Recommended Design | DDI ALTERNATIVE

9

CSJ: 0014-15-037 Thursday, November 14, 2019

81

End Project

DDI ALTERNATIVE

Directional D al Distribution

  • n Interchan

ange ( (DDI)

  • Retains a Harmon Rd bridge overpass

ALTERNATIVE PROS ALTERNATIVE CONS

  • Extensive Bridges / Roadway Pavement
  • Significant Right-of-Way acquisition
  • Driver Familiarity

Proposed ROW Proposed ROW

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SLIDE 10

Recommended Design | BOX ALTERNATIVE

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CSJ: 0014-15-037 Thursday, November 14, 2019

End Project

81

BOX ALTERNATIVE

Two B

  • Bridged I

Interchan anges / / Reali alignments

  • Retains a Harmon Rd bridge overpass
  • U-turns can be incorporated

ALTERNATIVE PROS ALTERNATIVE CONS

  • Requires 4 signalized intersections

Proposed ROW Proposed ROW

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SLIDE 11

Recommended Design | ROUNDABOUT ALTERNATIVE

11

CSJ: 0014-15-037 Thursday, November 14, 2019

End Project

81

ROUNDABOUT ALTERNATIVE

Two B

  • Bridged I

Interchan anges / / Reali alignments

  • Safer intersection
  • Cheaper to build

ALTERNATIVE PROS ALTERNATIVE CONS

  • Capacities

Proposed ROW

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SLIDE 12

Bicycle & Pedestrian Accommodation

12

The TxDOT Design Division and the FHWA are opting away from bike / vehicle Shared ed U Use e Lanes es on TxDOT projects and encouraging the following alternatives, pending the establishment of conclusive FHWA A design n gui uideli line nes:

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

  • perating in the lanes.

Motorists: Motorists can easily

  • vertake cyclists on the

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

  • vertake cyclists on the roadway

and have decreased stress

  • perating around bicyclists.

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

  • n one side of the roadway.

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

  • 1. FHWA Workbook on Incorporating

On-Road Bicycle Networks into Resurfacing Projects

  • 2. FHWA Proven Safety

Countermeasures

  • 3. Transportation Research Board

(TRB) Highway Capacity Manual

  • 4. USDOT Memorandum on Level of

Service

  • 5. ITE Trip Generation Manual

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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SLIDE 13

Estimated Project Costs* & Funding Status

13

  • Estimated construction cost range (final cost depends on alternative):
  • W/Alternative DIAMOND, $197M
  • W/Alternative DDI, $227M
  • W/Alternative BOX, $198M
  • W/Alternative ROUNDABOUT, $174M
  • Current Funding Status:
  • 2019-2022 Statewide Transportation Improvement Program (STIP)

2022 TIP Year.

  • Construction estimate: $142 million.
  • Preliminary engineering estimate: $6.9 million.
  • Construction is not f

fully y funded. TxDOT will ill continue to work w with NCTCOG and d regi egional p partners to sec ecure f full f funding.

*Subject to Change

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 14

Anticipated Schedule*

14

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

*Subject to Change

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 15

Questions or Comments

15

  • Study Team Representatives are available to interpret exhibits and

answer questions.

  • To submit comments or questions as part of the Official Record of

today’s meeting, please fill out a Comment Card and submit by November 29, 2019. Mail ailing A Addr ddress: Nicholas V. Spencer, PE, CFM Project Manager Fort Worth District Texas Department of Transportation 2501 SW Loop 820 Fort Worth, TX 76133

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 16

16

Than hank Y You!

  • u!

Pr Project C Cont ntac act Inf Informatio ion: n: Nic icholas as V V. . Spenc encer er, PE PE, , CFM FM Pr Project M Manager anager Tx TxDOT T – Fort W t Worth D th District

Phone: (817) 370-6570 Email: nicholas.spencer@txdot.gov

CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 17

Adjacent TxDOT Projects

17

US 81/US 287 from Rhome to Avondale

  • Adjacent TxDOT project to the north
  • Proposed Improvements:

– 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 is in schematic development

PROJECT LOCATION ADJACENT LOCATION CSJ: 0014-15-037 Thursday, November 14, 2019

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SLIDE 18

US 81 / US 287 Rhome to Avondale Project Information

US 81 / US 287 Frontage Roads: Rhome to Avondale

Proje

  • ject Conta

tact I t Infor

  • rmat

ation ion: Nichola las V

  • V. Spen

encer er, P PE, C CFM Proje

  • ject M

Manag ager Tx TxDOT T – Fort W t Worth th D Distr tric ict Phone: (817) 370-6570 Email: nicholas.spencer@txdot.gov

18

CSJ: 0014-15-037 Thursday, November 14, 2019