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A Case Study Of Overlay Performance Of Continuously Reinforced Concrete Pavement Crcp Located On Ih 30 Bowie County Texas
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Book Synopsis Initial Performance of Asphalt Overlays on Overlaid Jointed Concrete Pavement (JCP) and on Flexible Pavements in Field Test Sections in Lufkin, Texas by : Yoon-Hu Cho
Download or read book Initial Performance of Asphalt Overlays on Overlaid Jointed Concrete Pavement (JCP) and on Flexible Pavements in Field Test Sections in Lufkin, Texas written by Yoon-Hu Cho and published by . This book was released on 1995 with total page 166 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Government Reports Announcements & Index by :
Download or read book Government Reports Announcements & Index written by and published by . This book was released on 1995-11 with total page 1544 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Economic Analysis for Highways by : Robley Winfrey
Download or read book Economic Analysis for Highways written by Robley Winfrey and published by . This book was released on 1969 with total page 942 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance Evaluation of Concrete Overlays by : David L. Lippert
Download or read book Performance Evaluation of Concrete Overlays written by David L. Lippert and published by . This book was released on 1988 with total page 54 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance of a Continuously Reinforced Concrete Overlay by :
Download or read book Performance of a Continuously Reinforced Concrete Overlay written by and published by . This book was released on 1980 with total page 26 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance of Bare and Resurfaced JRCP and CRCP on the Illinois Interstate Highway System, 1991 Update by : Kathleen T. Hall
Download or read book Performance of Bare and Resurfaced JRCP and CRCP on the Illinois Interstate Highway System, 1991 Update written by Kathleen T. Hall and published by . This book was released on 1993 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis Field Performance of Continuously Reinforced Concrete Pavement in Illinois by : Nasir G. Gharaibeh
Download or read book Field Performance of Continuously Reinforced Concrete Pavement in Illinois written by Nasir G. Gharaibeh and published by . This book was released on 1999 with total page 118 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis Continuously Reinforced Concrete Pavement by : National Research Council (U.S.). Highway Research Board
Download or read book Continuously Reinforced Concrete Pavement written by National Research Council (U.S.). Highway Research Board and published by . This book was released on 1973 with total page 40 pages. Available in PDF, EPUB and Kindle. Book excerpt: "This report should be of special interest to design, materials, fundation, and construction engineers responsible for continuously reinforced concrete pavements."--Avant-propos.
Book Synopsis Performance of Continuously Reinforced Concrete Pavement in Illinois by : Scott A. LaCoursiere
Download or read book Performance of Continuously Reinforced Concrete Pavement in Illinois written by Scott A. LaCoursiere and published by . This book was released on 1978 with total page 160 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis Continuously Reinforced Concrete Overlays on Existing Portland Cement Concrete Pavement by : Jagat Singh Dhamrait
Download or read book Continuously Reinforced Concrete Overlays on Existing Portland Cement Concrete Pavement written by Jagat Singh Dhamrait and published by . This book was released on 1978 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Case Studies in Asphalt-overlaid Concrete Pavement Evaluation and Rehabilitation by : Kathleen T. Hall
Download or read book Case Studies in Asphalt-overlaid Concrete Pavement Evaluation and Rehabilitation written by Kathleen T. Hall and published by . This book was released on 1995 with total page 154 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report demonstrates the application of the AC/PCC pavement evaluation and rehabilitation guidelines to several in-service case studies. The case studies were used throughout this research study to develop, test, and revise the evaluation and rehabilitation guidelines. The product of this iterative development effort is a step-by-step process for selection and design of appropriate rehabilitation strategies for AC/PCC pavements. The case study analyses also demonstrate the difficulty of complete project-level evaluation, the need for accurate and up-to-date data (especially condition data), and the importance of experience and good engineering judgment in the many decisions which must be made regarding pavement rehabilitation planning and design.
Book Synopsis Performance of Original and Resurfaced Pavements on the Illinois Freeway System by :
Download or read book Performance of Original and Resurfaced Pavements on the Illinois Freeway System written by and published by . This book was released on 1997 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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).
Book Synopsis Performance of Wisconsin's Continuously Reinforced Concrete Pavements by : James M. Parry
Download or read book Performance of Wisconsin's Continuously Reinforced Concrete Pavements written by James M. Parry and published by . This book was released on 1985 with total page 66 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis A Fifteen Year Performance Summary of Fibrous Pc Concrete Overlay Research in Greene County, Iowa by : Vernon J. Marks
Download or read book A Fifteen Year Performance Summary of Fibrous Pc Concrete Overlay Research in Greene County, Iowa written by Vernon J. Marks and published by . This book was released on 1989 with total page 42 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Preventive Maintenance and Rehabilitation Techniques to Mitigate the Effects of Corrosion-related Deterioration in Continuously Reinforced Concrete Pavement by : T. S. Rutkowski
Download or read book Preventive Maintenance and Rehabilitation Techniques to Mitigate the Effects of Corrosion-related Deterioration in Continuously Reinforced Concrete Pavement written by T. S. Rutkowski and published by . This book was released on 1994 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Rigid Pavement Database by : Terry Dossey
Download or read book The Rigid Pavement Database written by Terry Dossey and published by . This book was released on 1998 with total page 62 pages. Available in PDF, EPUB and Kindle. Book excerpt: The rigid pavement (RP) database contains historical distress data obtained from more than 400 continuously reinforced concrete pavements (CRCP) and jointed concrete pavements (JCP) across the state of Texas. Data collection efforts began in 1974 and have been undertaken periodically up to the present. The database contents include such performance-related variables as punchouts, patches, spalling, ride score, crack spacing, and deflection basins, as well as such inventory variables as location, design thickness, coarse aggregate type, climate, soil characteristics, date of construction, and overlay status. Taken as a whole, the RP database comprises a unique asset for empirical investigation of factors affecting long-term pavement performance in Texas.
Book Synopsis Evaluation of Maintenance/rehabilitation Alternatives for Continuously Reinforced Concrete Pavement by : Terry L. Barnett
Download or read book Evaluation of Maintenance/rehabilitation Alternatives for Continuously Reinforced Concrete Pavement written by Terry L. Barnett and published by . This book was released on 1981 with total page 158 pages. Available in PDF, EPUB and Kindle. Book excerpt:
