Performance Comparison of In-Service, Full-Depth Precast Concrete Deck Panels to Cast-in-Place Decks

Garber, David; Shahrokhinasab, Esmail; Accelerated Bridge Construction University Transportation Center (ABC-UTC); Florida International University. Department of Civil and Environmental Engineering

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Performance Comparison of In-Service, Full-Depth Precast Concrete Deck Panels to Cast-in-Place Decks

2019-03-01
By Garber, David ; Shahrokhinasab, Esmail

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English

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Details:

Creators:

Garber, David ; Shahrokhinasab, Esmail

Garber, David ; Shahrokhinasab, Esmail Less -
Corporate Creators:

Accelerated Bridge Construction University Transportation Center (ABC-UTC) ; Florida International University. Department of Civil and Environmental Engineering

Accelerated Bridge Construction University Transportation Center (ABC-UTC) ; Florida International University. Department of Civil and Environmental Engineering Less -
Corporate Contributors:

United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology

United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology Less -
Subject/TRT Terms:

[+]

Alternatives Analysis Bridge Decks Cast In Place Concrete Full-depth Long-term Performance Panels Precast Concrete Precast Concrete Deck Panels State Survey
Publication/ Report Number:

ABC-UTC-2013-C3-FIU03-Final
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Final (June 2017 – March 2019)
Corporate Publisher:

Accelerated Bridge Construction University Transportation Center (ABC-UTC)
Abstract:

Full-depth, precast concrete deck panels have been heavily used in bridge construction since the 1970’s. The use of these panels has traditionally been thought to both accelerate construction and improve the long-term durability performance of the bridge deck. While many engineers and academia are intrinsically aware that confined precast can perform equally or better than non-confined, cast-in-place concrete, evaluation between the two has never been studied holistically. The main objective of this project was to determine the in-service performance of full-depth, precast concrete (FDPC) deck panels compared to conventional cast-in-place (CIP) decks. The secondary objective is to determine successful and problematic details for these members. A survey was developed and distributed to state DOTs. Survey responses were used to develop the FDPC Deck Panel Database. Results from the DOT survey and analysis of the FDPC Deck Panel Database are discussed in this report.
Format:

PDF
Funding:

DTRT13-G-UTC41
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:d70babfab65c05c13017281b5a5d3cb4cdb6ba4202ec6e696f1f916f732458e3
Download URL:

https://rosap.ntl.bts.gov/view/dot/41831/dot_41831_DS1.pdf
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Performance Comparison of In-Service, Full-Depth Precast Concrete Deck Panels to Cast-in-Place Decks

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