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Grade Separation Structures

Grade Separation Structures

MD Route 43
Whitemarsh Boulevard
Baltimore County, MD

This project consisted of the design of 3.75 miles of multi-lane urban highway on a new location, modifications to 1 mile of I-695 (Baltimore Beltway), two interchanges, four major at-grade intersections, four bridges (including two bridge replacements), seven box culverts, retaining walls, at six locations and relocation and restoration of a Class IV trout stream.

Design responsibilities included:

  • Roadway design
  • Structure design
  • Sediment & erosion control
  • Hydrology / Hydraulics
  • Public meetings
  • Utility coordination
  • Right-of-Way
  • Environmental issues
  • Traffic control plans
  • Stormwater management
Whitemarsh Boulevard

Whitemarsh Boulevard

Structural design includes the following:

  • Widening/replacement of the I-695 over Avondale Road dual 3-span bridges with single span plate girder bridge.
  • New 3-span (120’, 222’, 120’) curved girder flyover bridge on MD 43 EBR over the I-695 outer loop.
  • New 2-span (96’, 96’) plate girder bridge on U.S. Route 1 over MD 43.
  • Six retaining walls along I-695 totaling 2,600’ in length and ranging in height from 5’ to 25’.
  • One triple SPPA culvert extension, one single SPP culvert, one triple SPP culvert, two triple SPPA culverts along White Marsh Run.

FA Route 2 (Illinois Route 3)
Madison County, IL

Project consists of relocation and completion of FA Route 2 in the City of Alton, Illinois, consisting of 1.5 miles of four-lane highway with partial access control. Also includes grade separation structure carrying FA 2 over railroad yard and at-grade intersections with city streets. Two-lane connector to Broadway Street and one-way service drive along Front Street, plus retaining walls at four locations are included.

Geotechnical engineering included the inspection of soil boring and rock coring operations; laboratory testing including mechanical analysis, moisture-density relationships, determination of Illinois Bearing Ratios, unconfined compression, consolidation and triaxial compression; stability, settlement and subgrade analyses; and foundation and construction recommendations.

Estimated total cost of construction: $14,500,000.00

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