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Performance Of Continuously Reinforced Concrete Pavement In Illinois


Performance Of Continuously Reinforced Concrete Pavement In Illinois
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Field Performance Of Continuously Reinforced Concrete Pavement In Illinois


Field Performance Of Continuously Reinforced Concrete Pavement In Illinois
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Author : Nasir G. Gharaibeh
language : en
Publisher:
Release Date : 1999

Field Performance Of Continuously Reinforced Concrete Pavement In Illinois written by Nasir G. Gharaibeh and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999 with Pavements, Reinforced concrete categories.


This report reviews the design and performance of continuously reinforced concrete pavement (CRCP) in Illinois. Illinois has built over 4,267 two-lane km (2,650 miles) of CRCP on the Interstate system since the mid-1950s. CRCP has been constructed on nearly all urban freeways in the Chicago area and has shown excellent performance under severe weather and heavy traffic conditions. The effect of key design and construction parameters on long-term CRCP performance is investigated using a database that was compiled based on field surveys conducted from 1977 to 1994 by the Illinois Department of Transportation (I DOT). Analysis of the data shows the following variables have significant effects on performance: longitudinal reinforcement content (greatest effect of all variables), slab thickness (also very significant), traffic load applications, depth of reinforcement, base type, and 0-cracking of concrete. CRCP built with tubes or chairs exhibited overall about the same performance. Experimental field studies in Illinois showed that depth of reinforcement has a large effect on crack width and, eventually, on punchouts.



Performance Of Continuously Reinforced Concrete Pavement In Illinois


Performance Of Continuously Reinforced Concrete Pavement In Illinois
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Author : Scott A. LaCoursiere
language : en
Publisher:
Release Date : 1978

Performance Of Continuously Reinforced Concrete Pavement In Illinois written by Scott A. LaCoursiere and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1978 with Interstate Highway System categories.


A study of the performance of Continuously Reinforced Concrete Pavement (CRCP) constructed on the Interstate highway system in Illinois has-been conducted. The major purpose is to determine the types, severities, amounts, and causes of distress. This information will then be used to develop optimum maintenance procedures to repair the distress that occurs, and preventative maintenance procedures to reduce the rate of distress occurrence. The distress data collected can also be used to update CRCP design procedures. Approximately 1230 miles of Interstate highway was surveyed, consisting of 7 to 10 in. (17-25 cm) slabs over granular and stabilized subbases. Distress found includes edge punchouts, steel ruptures, "D" cracking, blowups, construction joint failures, lug rotation, longitudinal cracking, distress related to construction problems, pumping, and shoulder deterioration. Heavy truck loads, excess free moisture, deicing salts, construction practice and poor aggregate quality in the CRCP slab are the major factors causing distress. CRCP slab thickness and foundation support have a very significant effect on structural distress development. "D" cracking is causing severe deterioration of several projects. Overall, the performance of the thicker CRCP slabs (i.e., 9-10 in.) has been very good under heavy truck traffic; however, the performance of many sections of thinner CRCP (i.e., 7-8 in.) has been poor, and is showing an accelerated rate of distress development over time. The amount of distress expected to occur, and the maintenance effort required in the next several years points strongly toward a need for the development of more efficient and durable ways of maintaining CRCP.



Performance Evaluation Of Continuously Reinforced Concrete Pavement In Illinois


Performance Evaluation Of Continuously Reinforced Concrete Pavement In Illinois
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Author : Scott Alan Lacoursiere
language : en
Publisher:
Release Date : 1977

Performance Evaluation Of Continuously Reinforced Concrete Pavement In Illinois written by Scott Alan Lacoursiere and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1977 with Pavements, Concrete categories.




Evaluation Of Patching Of Continuously Reinforced Concrete Pavement In Illinois


Evaluation Of Patching Of Continuously Reinforced Concrete Pavement In Illinois
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Author : Darrell J. Maxey
language : en
Publisher:
Release Date : 1979

Evaluation Of Patching Of Continuously Reinforced Concrete Pavement In Illinois written by Darrell J. Maxey and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1979 with Pavements, Reinforced concrete categories.




Performance Of Wisconsin S Continuously Reinforced Concrete Pavements


Performance Of Wisconsin S Continuously Reinforced Concrete Pavements
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Author : James M. Parry
language : en
Publisher:
Release Date : 1985

Performance Of Wisconsin S Continuously Reinforced Concrete Pavements written by James M. Parry and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1985 with Pavements, Concrete categories.




Performance Of Original And Resurfaced Pavements On The Illinois Freeway System


Performance Of Original And Resurfaced Pavements On The Illinois Freeway System
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Author :
language : en
Publisher:
Release Date : 1997

Performance Of Original And Resurfaced Pavements On The Illinois Freeway System written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Pavements categories.


In previous studies, the performance of bare and resurfaced jointed reinforced concrete pavement (JRCP) and continuously reinforced concrete pavement (CRCP) on the Illinois freeway system was assessed by survival analyses. In this study, the 1994 data have been used to update the survival analysis of JRCP and CRCP and to carry out an initial survival analysis on the full depth asphalt sections (HMAC) of the Illinois freeway system. First and second asphalt concrete (AC) overlays were analyzed separately. Data for the survival analysis were retrieved from the Illinois Pavement Feedback System (IPFS) database. The Illinois freeway system consists of over 2,000 centerline miles (3,218 km) of heavily trafficked multiple-lane pavements which were constructed largely between 1957 and 1994. As of 1994, about 32% of these pavements had been overlaid once with AC ranging in thickness from 1.5 to 7.0 in. (3.8 to 17.8 cm). About 26% of these have been overlaid for the second time with AC ranging in thickness from 1.5 to 7 in. (3.8 to 17.8 cm).



Mechanistic Empirical Design Concepts For Continuously Reinforced Concrete Pavements In Illinois


Mechanistic Empirical Design Concepts For Continuously Reinforced Concrete Pavements In Illinois
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Author : Matthew A. Beyer
language : en
Publisher:
Release Date : 2008

Mechanistic Empirical Design Concepts For Continuously Reinforced Concrete Pavements In Illinois written by Matthew A. Beyer and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Pavements, Reinforced concrete categories.




Performance Of Bare And Resurfaced Jrcp And Crcp On The Illinois Interstate Highway System 1991 Update


Performance Of Bare And Resurfaced Jrcp And Crcp On The Illinois Interstate Highway System 1991 Update
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Author : Kathleen T. Hall
language : en
Publisher:
Release Date : 1993

Performance Of Bare And Resurfaced Jrcp And Crcp On The Illinois Interstate Highway System 1991 Update written by Kathleen T. Hall and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1993 with Pavements categories.


Two previous studies on the survival of bare and asphalt-overlaid concrete pavements on the Illinois Interstate highway system were updated to reflect the performance of the pavements through 1991. The Illinois Interstate system consists of about 1750 miles of 10-inch jointed reinforced concrete pavement ORCP) and continuously reinforced concrete pavement (CRCP) ranging in thickness from 7 to 10 inches. As of 1991, about 60 percent of these pavements had been overlaid with asphalt concrete (AC), ranging in thickness from 1.5 to 6 inches. Data for the survival analysis were retrieved from the Illinois Pavement Feedback System database. Both in-service life and accumulated 18-kip ESALs at rehabilitation were estimated for bare pavements categorized by type, thickness, and D cracking susceptibility, and for overlaid pavements categorized by overlay thickness, overlaid pavement type, and D cracking susceptibility. The results show the effects of D cracking, traffic level, pavement type, pavement thickness, and overlay thickness on performance of bare and resurfaced concrete pavements.



Pavement Design And Continuously Reinforced Concrete Pavement Performance


Pavement Design And Continuously Reinforced Concrete Pavement Performance
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Author :
language : en
Publisher:
Release Date : 1974

Pavement Design And Continuously Reinforced Concrete Pavement Performance written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1974 with categories.




Final Summary Report Of Crc Pavements In Illinois


Final Summary Report Of Crc Pavements In Illinois
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Author : Jagat Singh Dhamrait
language : en
Publisher:
Release Date : 1979

Final Summary Report Of Crc Pavements In Illinois written by Jagat Singh Dhamrait and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1979 with Pavements categories.