Continuously Reinforced Concrete Pavement: Improved Transition Designs: [techbrief]

Zollinger, Dan G.; Jung, Youn su; United States. Federal Highway Administration

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Continuously Reinforced Concrete Pavement: Improved Transition Designs: [techbrief]

2013-05-01
By Zollinger, Dan G. ; Jung, Youn su

[PDF-1.78 MB]

English

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Creators:

Zollinger, Dan G. ; Jung, Youn su

Zollinger, Dan G. ; Jung, Youn su Less -
Corporate Creators:

United States. Federal Highway Administration
Contributors:

Tyson, Samuel S. ; Tayabji, Shiraz D. ; Halsted, Greg

Tyson, Samuel S. ; Tayabji, Shiraz D. ; Halsted, Greg Less -
Corporate Contributors:

Fugro Consultants, Inc.
Subject/TRT Terms:

[+]

Continuously Reinforced Concrete Pavements Pavement Design Paving
Publication/ Report Number:

FHWA-HIF-13-026
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration
Abstract:

A transition between a continuously reinforced concrete (CRC) pavement and any other type of pavement or structure needs to accommodate a gradual change in either the configuration or the structural capacity of the pavement cross section to maintain rideability, minimize or facilitate slab end movements, and minimize the potential for drainage-related issues to be a factor in performance. In CRC pavements, transitions are design measures to accommodate a uniform or gradual change in slab thickness, width, restraint, or movement (either vertically or horizontally) at a specific location with the intent of preventing early deterioration and minimizing the need for maintenance over the design life.
Format:

PDF
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:547d309a995b43bbc3350d7c1a0f3ff2a3f5e64af8dd87c8116044705089d98b
Download URL:

https://rosap.ntl.bts.gov/view/dot/38557/dot_38557_DS1.pdf
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Continuously Reinforced Concrete Pavement: Improved Transition Designs: [techbrief]

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