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Performance Study Of Continuously Reinforced Concrete Pavement On I 95
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Book Synopsis Performance Study of Continuously Reinforced Concrete Pavement on I-95 by : Matthew R. Kalb
Download or read book Performance Study of Continuously Reinforced Concrete Pavement on I-95 written by Matthew R. Kalb and published by . This book was released on 1974 with total page 86 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance Study of Continuously Reinforced Concrete Pavement on I-95 by : Gopal N. Shah
Download or read book Performance Study of Continuously Reinforced Concrete Pavement on I-95 written by Gopal N. Shah and published by . This book was released on 1978 with total page 260 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance Study of Continuously Reinforced Concrete Pavements by : Kamran Majidzadeh
Download or read book Performance Study of Continuously Reinforced Concrete Pavements written by Kamran Majidzadeh and published by . This book was released on 1971 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Scientific and Technical Aerospace Reports by :
Download or read book Scientific and Technical Aerospace Reports written by and published by . This book was released on 1985 with total page 984 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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 Performance Study of Continuously Reinforced Concrete Pavement and Patching Areas, I-7O by :
Download or read book Performance Study of Continuously Reinforced Concrete Pavement and Patching Areas, I-7O written by and published by . This book was released on 1982 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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 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 A Case Study of Overlay Performance of Continuously Reinforced Concrete Pavement (CRCP) Located on IH-30, Bowie County, Texas by :
Download or read book A Case Study of Overlay Performance of Continuously Reinforced Concrete Pavement (CRCP) Located on IH-30, Bowie County, Texas written by and published by . This book was released on 1994 with total page 86 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis General Condition Survey of Continuously Reinforced Concrete Pavement on I-95 by :
Download or read book General Condition Survey of Continuously Reinforced Concrete Pavement on I-95 written by and published by . This book was released on 1989 with total page 32 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Federally Coordinated Program of Highway Research, Development, and Technology. Annual Progress Report. Fiscal Year 1985 by :
Download or read book Federally Coordinated Program of Highway Research, Development, and Technology. Annual Progress Report. Fiscal Year 1985 written by and published by . This book was released on 1986 with total page 704 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Federally Coordinated Program of Highway Research, Development and Technology by :
Download or read book Federally Coordinated Program of Highway Research, Development and Technology written by and published by . This book was released on 1983 with total page 838 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Field Study of Performance of Continuously Reinforced Concrete Pavements by : Kamran Majidzadeh
Download or read book Field Study of Performance of Continuously Reinforced Concrete Pavements written by Kamran Majidzadeh and published by . This book was released on 1973 with total page 2 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Pavement Design and Continuously Reinforced Concrete Pavement Performance by : National Research Council (U.S.). Highway Research Board
Download or read book Pavement Design and Continuously Reinforced Concrete Pavement Performance written by National Research Council (U.S.). Highway Research Board and published by . This book was released on 1974 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Highway Research in Progress written by and published by . This book was released on 1975 with total page 896 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Continuously Reinforced Concrete Pavements by : J. M. Gregory
Download or read book Continuously Reinforced Concrete Pavements written by J. M. Gregory and published by . This book was released on 1974 with total page 76 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance Studies of Continuously Reinforced Concrete Pavement by : Kenneth H. McGhee
Download or read book Performance Studies of Continuously Reinforced Concrete Pavement written by Kenneth H. McGhee and published by . This book was released on 1972 with total page 13 pages. Available in PDF, EPUB and Kindle. Book excerpt: The status of studies of the three continuously reinforced pavement projects near Charlottesville is reported. Of particular interest in these studies are the effects of the elimination of transverse reinforcing steel, the changing characteristics of shrinkage cracking with age, and the end movements of anchor sections. While the studies are somewhat inconclusive at this early age of the pavements, the following tentative conclusions are offered: 1. Cracks show a definite trend to become both more closely spaced and wider during the first 2 to 3 years of a continuously reinforced pavement's life. There is some inconclusive evidence that the widening process stabilizes after this time period. 2. While crack spacing can be influenced by weather conditions during pavement placement, there is no apparent relationship between crack width and either crack spacing or placement weather. 3. As expected, cracks are significantly wider at the surface during winter (pavement shrinking) than during summer (pavement expanding). (Note - Earlier studies have shown that cracks which are easily seen and measured at the surface are invisible in the immediate vicinity of the reinforcing steel.) 4. End anchor movement is very modest during the first year and seems to decrease slightly with age. There is a pronounced seasonal effect which produces joint movements in excess of the capabilities of poured joint sealants. 5. The elimination of full width transverse steel has had no effect on pavement performance for the first 2 to 3 years. Acting upon a recommendation from these studies, the Department's pavement design engineer has instituted a requirement for the use of preformed compression seals in all expansion joints adjacent to the anchor slabs of continuously reinforced pavements.