Transverse joint configuration development and testing for a modular bridge deck replacement system.

Goodspeed, Charles; Robert, Christopher; Pelletier, Justin; Salzer, David; Santoso, Patrick; University of New Hampshire. Dept. of Civil Engineering

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Transverse joint configuration development and testing for a modular bridge deck replacement system.

2011-03-01
By Goodspeed, Charles ; Robert, Christopher ; Pelletier, Justin ; ...

[PDF-6.38 MB]

Select the Download button to view the document

This document is over 5mb in size and cannot be previewed

English

Details You May Also Like

Details:

Creators:

Goodspeed, Charles ; Robert, Christopher ; Pelletier, Justin ; Salzer, David ; Santoso, Patrick

Goodspeed, Charles ; Robert, Christopher ; Pelletier, Justin ; Salzer, David ; Santoso, Patrick Less -
Corporate Creators:

University of New Hampshire. Dept. of Civil Engineering
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Bridge Decks Compressive Strength Feasibility Analysis Installation Modular Structures Precast Concrete Pavements Rehabilitation (Maintenance) Shear Stress Shear Tests Transverse Joints
Publication/ Report Number:

FHWA-NH-RD-14282T
Resource Type:

Tech Report
Geographical Coverage:

New Hampshire
Corporate Publisher:

New Hampshire. Dept. of Transportation
Abstract:

According to the 2009 Report Card for America’s Infrastructure, one in four of the nation’s bridges are listed as

structurally deficient of functionally obsolete, establishing a dire need for new and innovative repair and replacement

techniques to improve the efficiency and state of the nation’s bridges.

Full-depth pre-cast bridge deck panels have proven to be a rapid, efficient and cost effective solution to cast-in-place bridge

deck replacement techniques. However, the panel-to-panel connection for these segmental deck replacement systems requires

further development and testing to improve their structural redundancy, and to streamline their installation procedure.

Multiple transverse joint configurations have been developed, fabricated, and tested in order to evaluate their shear transfer

capabilities and ease of use. It was determined that a round corrugated transverse joint configuration provided the greatest

shear transfer capacity and an efficient installation procedure
Format:

PDF
Funding:

14282T, X-A000(851)
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:58d5ec080e5bc1b8cacf124da0e51da45bdd687b578c952595ce333ed7d36d34
Download URL:

https://staging-dot.cdc.gov/view/dot/27793/dot_27793_DS1.pdf
File Type:

No Additional Files

More +

Transverse joint configuration development and testing for a modular bridge deck replacement system.

Details:

Supporting Files

You May Also Like