New England 04 2016

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THE NEW ENGLAND EDITION

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Vol. XlIX • No. 4

“The Nation’s Best Read Construction Newspaper… Founded in 1957.” Your New England States Connection •  Amanda Hogeboom-merritt 1-800-988-1203 Specializing in:

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CTDOT’s $34.8M Bridgeport Route 8/25 Project Reaches Important Milestone By Irwin rapoport CEG CORRESPONDENT

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M.G. Equipment

Manafort Brothers Incorporated photo

The Connecticut Department of Transportation’s (CTDOT) $34.8 million project to replace the Route 8/25 bridges in Bridgeport has exceeded the half-way point as crews from Manafort Brothers Incorporated are working hard to meet the September delivery date.

CALL 888-81-GORILLA(46745) *Some restrictions apply

The Connecticut Department of Transportation’s (CTDOT) $34.8 million project to replace the Route 8/25 bridges in Bridgeport has exceeded the half-way point as crews from Manafort Brothers Incorporated are working hard to meet the September delivery date. The four bridges being rehabilitated carry an average of 88,000 cars over Capital Avenue, Lindley Street and a large parking lot. The Lindley Street Bridge consists of seven, 82 ft. (25 m) long spans with four 12-ft. (3.6 m) lanes and two shoulders in each direction. The project will reduce the bridge to two spans while keeping the same lane and shoulder capacity. The Capital Avenue Bridge, consisting of a single span

with four 12-ft. lanes and two shoulders in each direction will be replaced with a similar structure. The work also includes the construction of a large retaining wall to support 425 ft. (130 m) of new highway, the rehabilitation of the metal bin-wall retaining wall which is currently supporting Route 8 southbound, south of Capital Avenue and capacity improvements to two intersections on Lindley Street adjacent to Route 8 northbound. The bridges will be demolished and rebuilt in a different configuration using accelerated bridge construction techniques. The new superstructures will consist of prefabricated bridge units (PBUs), which consists of two steel beams fabricated with an integral concrete deck to form a double tee section. The PBUs will be connected in the field with narrow longitudinal closure pours. see CtdOt page 8


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