Deck Replacement With Precast Concrete Segments: Project J8S0654, Route 64, Hickory County 1st Precast Slab Panel Bridge in Missouri: Brief

Missouri. Dept. of Transportation. Research, Development and Technology Division

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Deck Replacement With Precast Concrete Segments: Project J8S0654, Route 64, Hickory County 1st Precast Slab Panel Bridge in Missouri: Brief

2005-03-01
By Missouri. Dept. of Transportation. Research, Development and Technology Division

English

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Details:

Corporate Creators:

Missouri. Dept. of Transportation. Research, Development and Technology Division
Corporate Contributors:

Missouri. Department of Transportation
Subject/TRT Terms:

[+]

Bridge Construction Bridge Decks Bridges And Other Structures Concrete Bridges Construction Costs Highways Maintenance And Preservation Precast Concrete Repairing Time Duration
Publication/ Report Number:

Research Investigation RI04-027, RDT 05-005
Resource Type:

Tech Report
Geographical Coverage:

United States ; Missouri

United States ; Missouri Less -
TRIS Online Accession Number:

01605671
Edition:

Brief
Corporate Publisher:

Missouri. Dept. of Transportation. Research, Development and Technology Division
Abstract:

The deck to be replaced in this project was on Bridge No. A0894, known as the Nemo Bridge. It was built in 1960 by the US Army Corps of Engineers over Pomme De Terre Lake. This 1698 ft. long steel bridge had wide flange girders with a 7 in. thick composite reinforced concrete deck. A preliminary survey showed that over 60% of the deck concrete was delaminated at the rebar level and that the deck needed replaced. HNTB Company, the design consultants, had originally designed the deck to be built by conventional methods one lane width at a time, which would have taken 2 years and required one-way traffic on the bridge during the whole construction. Closing the bridge would have caused a 30-mile detour. The Bridge Maintenance Engineer in Missouri Department of Transportation's (MoDOT’s) Springfield District came back from a National Prefabricated Bridge Elements Conference in St. Louis and suggested to the Project Manager using full thickness pre-fabricated deck panels to speed up the construction of the Nemo Bridge. This docume describes the replacement of the deck with precast deck sections. It discusses construction time and costs as compared with traditional construction methods.
Format:

PDF
Funding:

J8S0654
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:12b587535215f471001d1e198535a476fc9fe0343dc1d15ba7394ebfcbbb18e1
Download URL:

https://rosap.ntl.bts.gov/view/dot/38751/dot_38751_DS1.pdf
File Type:

[PDF-3.54 MB]