Charles W. Cullen Bridge Over The Indian River Inlet. Sussex County, Delaware


Award

  • 2013 ASBI Award of Excellence
  • 2013 ACEC National Recognition Award
  • 2013 ACEC, Delaware Chapter Grand Conceptor
  • 2013 AGC of America, Alliant Build America Best Design-Build Highway & Transportation Project
  • 2012 ASCE, Delaware Chapter Outstanding Large Project of the Year
  • 2012 ENR Mid-Atlantic Transportation Award of Merit

Services Provided by FINLEY

  • Preliminary Bid Design
  • Construction Engineering
  • Design of Erection Equipment and Falsework
  • Independent Peer Review of Traveler
  • Off-site Technical Assistance

Innovations

A 950 ft. clear span over the inlet, which is constructed on falsework for all portions of the bridge over land: this construction method incorporated the falsework into the design of this structure as the deck casting and cable stay stressing all occur on the falsework system.

Owner

Delaware Department of Transportation

Client

Skanska USA Civil Southeast, Inc.

Start Date

November 2008

Completion date

May 2012

Cost

$150M

Specifications & Details


Specifications & Details (478 KB)

ASPIRE Winter 2012 Article


Skanska Letter (64 KB)

Letter of Appreciation for Award Winning Project


Expoy Interest Group - Segmental Bridges (1 MB)

Indian River Inlet Bridge


2013 ASBI Bridge Awards of Excellence (254 KB)

The $150M Indian River Inlet Replacement Bridge is 2,600 ft. long, including a 950 ft. clear span over the inlet and two side spans of 400 ft. each. The new bridge has a minimum 100 year design life.  All piers for the new bridge are placed outside of the inlet. The foundations are supported on 36 in. square piles. The bridge has two 240 ft. high towers / pylons on each side of the bridge with single plane cable-stays. The minimum vertical clearance was increased from the existing 35 ft. to 45 ft. over the navigational portion of the inlet. The bridge has two 12 ft.-wide travel lanes, a 10 ft.-wide outside shoulder, a 4ft.-wide inside shoulder in each direction, and one 12 ft.-wide sidewalk is accessed from the east side of the bridge. The reduced embankment limits resulted in the elimination of massive embankments and provided an open view of the Atlantic Ocean.

FINLEY provided preliminary bid design, independent peer review, and construction engineering. Construction engineering services included design of erection equipment & falsework and off-site technical assistance. The construction sequence cast the back spans on falsework which significantly sped up construction work as work could be completed simultaneously. Independent peer review was performed for the traveler.

Review Project

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