TxDOT I-635 East Project Design Modifications to Areas Near Garland - - PowerPoint PPT Presentation

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TxDOT I-635 East Project Design Modifications to Areas Near Garland - - PowerPoint PPT Presentation

TxDOT I-635 East Project Design Modifications to Areas Near Garland Avenue Intersection SPRING 2020 TxDOT I-635 East Project SPRING 2020 Project Location Project Limit East of US 75 to South of the I- 635/I-30 interchange Project


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SLIDE 1

TxDOT I-635 East Project SPRING 2020

TxDOT I-635 East Project

Design Modifications to Areas Near Garland Avenue Intersection

SPRING 2020

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SLIDE 2

TxDOT I-635 East Project SPRING 2020

Project Location

  • Project Limit

– East of US 75 to South of the I- 635/I-30 interchange Project Length: 11 miles Approximately a 2-mile section of reconstruction on I-30 for transition

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SLIDE 3

TxDOT I-635 East Project SPRING 2020

Congestion Relief – Increased General Purpose Lanes Capacity Increase area mobility and local connectivity – Construction of continuous frontage roads in each direction

  • Provide reliable travel time

– “Grandfathered” existing managed lane

  • perations

Improve Safety – Address existing design deficiencies

Purpose and Need

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SLIDE 4

TxDOT I-635 East Project SPRING 2020

Full reconstruction of the existing 8 general purpose lanes to 10 general purpose lanes, with auxiliary lanes at entrance and exit ramps Full reconstruction of the existing 1 concurrent tolled managed lane Full reconstruction of the discontinuous frontage roads to continuous frontage roads up to Town East Boulevard. Full reconstruction of city street overcrossing and undercrossing structures Full reconstruction of the I-30/I-635 Interchange

  • EXISTING TYPICAL SECTION

PROPOSED DESIGN-BUILD TYPICAL SECTION

Proposed Project

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SLIDE 5

TxDOT I-635 East Project SPRING 2020

  • Project cost: $1.7 billion

Delivery method: Design-Build

Project Overview

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SLIDE 6

TxDOT I-635 East Project SPRING 2020

  • Project Schedule
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SLIDE 7

TxDOT I-635 East Project SPRING 2020

  • The design modifications are located along Interstate 635

beginning west of Garland Avenue to east of Shiloh Road.

289 289 DNT DNT

N 2 miles

DOWNTOWN DALLAS DOWNTOWN DALLAS

635 635 35E 35E 67 67 67 80 30 30 30 30 75 75 75 75 12 12 12 12 12 78 78 66 78 78 78

GARLAND

G a r l a n d R d .

45 175 352 352

NW Hwy. . d R h

  • l

i h S

Project Location of Design Modifications

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SLIDE 8

TxDOT I-635 East Project SPRING 2020

  • Original Schematic

Proposed Changes

HIGHLIGHTS:

  • Eastbound and Westbound I-635 Frontage Roads at Garland Avenue and KCS railroad track will be made at the same elevation as the I-635 mainlanes,

eliminating the railroad underpass structures

  • Garland Avenue would be maintained at an approximately the same elevation, instead of a depressed roadway identified in the approved schematic
  • Added loop ramps
  • New location and traffic movement of U-Turns
  • Switch signalized intersection at Shiloh Road and the westbound frontage road, into a jug-handle like connection

Original Design Vs. Modified Design – Garland Avenue Intersection

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SLIDE 9

TxDOT I-635 East Project SPRING 2020

  • Depressed Garland Ave.

Depressed Shiloh Rd. At-grade intersection

Garland Avenue Interchange – Schematic

Braided Ramps for EB exit to NW Hwy and EB entrance from Garland Ave. WB frontage road over Shiloh Rd. Shiloh Road jug handle connection EB frontage road and WB frontage road KCS Railroad Underpass

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SLIDE 10

TxDOT I-635 East Project SPRING 2020

  • Garland Avenue Interchange – Schematic

KCS Railroad Underpass

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SLIDE 11

TxDOT I-635 East Project SPRING 2020

  • Garland Avenue Interchange – Proposed Design Changes

Elimination of 2 railroad underpass structures at EB & WB I-635 frontage roads just east of Garland Ave. & KCS Railroad track. Frontage roads will be same elevation as proposed mainlanes in this area. Loop ramps added to the north and south of I-635, replacing at-grade signalized intersections in the approved schematic. Loop ramps to provide connection from EB frontage road to Garland Ave. West-to-East traffic movement no longer via a U-Turn lane, but instead maintained through the proposed loop ramp. New East-to-West U- Turn moved approx. 1000 ft. to the west

  • f Garland Ave.

At-grade signalized intersection at the WB frontage road to replace jug handle connection from Shiloh Rd. Garland Ave. & Shiloh Rd. maintained at same existing elevation, instead of depressed roadway design. Entrance ramp from Garland Ave. to EB I-635 mainlanes shifted approx. 1000 ft. to the east. EB I-635 exit ramp to Northwest Hwy. shifted approx. 300 ft. to the west.

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SLIDE 12

TxDOT I-635 East Project SPRING 2020

  • Garland Avenue – Looking up North

Garland Avenue Interchange – Proposed Design

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SLIDE 13

TxDOT I-635 East Project SPRING 2020

  • WBFR loop ramp to Garland Ave.

Garland Avenue Interchange – Proposed Design

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TxDOT I-635 East Project SPRING 2020

  • Submit Your Comments
  • Please submit your comments regarding the design modifications presented in this virtual

presentation by using any of the three methods below by our deadline Friday, May 15, 2020.

For general questions about the presentation or the project, please contact TxDOT Project Manager, Grace Lo, P.E. at Grace.Lo@txdot.gov or the project’s Public Information Officer, Dianne Tordillo at Dianne.Tordillo@plclbj.com.