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rad_spr2-i2230-fy2011-rpt-ann-ley 1

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Effect of Y-cracking on CRCP performance

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Okla State Agency	Transportation, Oklahoma Department of
Okla Agency Code	'345'
Title	Effect of Y-cracking on CRCP performance
Authors	Ley, Tyler. Woestman, Spencer. Riding, K. (Kyle), 1978-. Nyberg, Wesley. Oklahoma State University. Civil & Environmental Engineering. Kansas State University. Civil and Environmental Engineering. Oklahoma. Department of Transportation. Planning and Research Division.
Publisher	Oklahoma Department of Transportation
Publication Date	2011-10
Publication type	Research Report/Study
Subject	Pavements, Reinforced concrete--Performance--Oklahoma. Pavements, Reinforced concrete--Cracking--Oklahoma.
Purpose	This document is an update of the progress of the research on ODOT project 2230 “Effect of Y-cracking on CRCP Performance (PS-14)”. This report summarizes the work that was completed at Oklahoma State University between October 1st, 2010 and September 30th, 2011. The focus of this project is to determine if a correlation exists between Y-cracking and the subsequent performance of continuously reinforced concrete pavements (CRCP) in Oklahoma. Work will also be done to correlate the y-cracking and design and construction variables.
Notes	Annual report for FY 2011; ODOT SPR Item Number 2230
OkDocs Class#	T1300.8 E27y 2011
For all issues click	T1300.8 E27y
Digital Format	PDF, Adobe Reader required
ODL electronic copy	Downloaded from agency website: http://www.okladot.state.ok.us/hqdiv/p-r-div/spr-rip/library/reports/rad_spr2-i2230-fy2011-rpt-ann-ley.pdf
Rights and Permissions	This Oklahoma state government publication is provided for educational purposes under U.S. copyright law. Other usage requires permission of copyright holders.
Language	English
Date created	2013-03-18
Date modified	2013-03-18
OCLC number	890222469

Title	rad_spr2-i2230-fy2011-rpt-ann-ley 1
Full text	1 Effect of Y-cracking on CRCP Performance ANNUAL REPORT FOR FY 2011 ODOT SPR ITEM NUMBER 2230 Submitted to: John Bowman, P.E. Planning and Research Division Engineer Oklahoma Department of Transportation 200 N.E. 21st Street Oklahoma City, Oklahoma 73105 Submitted by: Tyler Ley and Spencer Woestman Oklahoma State University Civil and Environmental Engineering 207 Engineering South Stillwater, Oklahoma 74078 Kyle Riding and Wesley Nyberg Kansas State University Civil and Environmental Engineering 2118 Fiedler Hall Manhattan, Kansas 6606 October, 2011
Date created	2013-03-18
Date modified	2013-03-18

Effect of Y-cracking on CRCP performance

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Effect of Y-cracking on CRCP performance

Effect of Y-cracking on CRCP performance