Field Performance Of Continuously Reinforced Concrete Pavement In Illinois
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Author |
: Nasir G. Gharaibeh |
Publisher |
: |
Total Pages |
: 118 |
Release |
: 1999 |
ISBN-10 |
: UIUC:30112121912445 |
ISBN-13 |
: |
Rating |
: 4/5 (45 Downloads) |
Synopsis Field Performance of Continuously Reinforced Concrete Pavement in Illinois by : Nasir G. Gharaibeh
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.
Author |
: Scott A. LaCoursiere |
Publisher |
: |
Total Pages |
: 160 |
Release |
: 1978 |
ISBN-10 |
: UIUC:30112121911215 |
ISBN-13 |
: |
Rating |
: 4/5 (15 Downloads) |
Synopsis Performance of Continuously Reinforced Concrete Pavement in Illinois by : Scott A. LaCoursiere
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.
Author |
: Scott Alan Lacoursiere |
Publisher |
: |
Total Pages |
: 340 |
Release |
: 1977 |
ISBN-10 |
: OCLC:4157084 |
ISBN-13 |
: |
Rating |
: 4/5 (84 Downloads) |
Synopsis Performance Evaluation of Continuously Reinforced Concrete Pavement in Illinois by : Scott Alan Lacoursiere
Author |
: Darrell J. Maxey |
Publisher |
: |
Total Pages |
: 118 |
Release |
: 1979 |
ISBN-10 |
: UIUC:30112121965476 |
ISBN-13 |
: |
Rating |
: 4/5 (76 Downloads) |
Synopsis Evaluation of Patching of Continuously Reinforced Concrete Pavement in Illinois by : Darrell J. Maxey
Author |
: Kamran Majidzadeh |
Publisher |
: |
Total Pages |
: 2 |
Release |
: 1973 |
ISBN-10 |
: OCLC:1066209 |
ISBN-13 |
: |
Rating |
: 4/5 (09 Downloads) |
Synopsis Field Study of Performance of Continuously Reinforced Concrete Pavements by : Kamran Majidzadeh
Author |
: Matthew A. Beyer |
Publisher |
: |
Total Pages |
: 252 |
Release |
: 2008 |
ISBN-10 |
: UIUC:30112083488731 |
ISBN-13 |
: |
Rating |
: 4/5 (31 Downloads) |
Synopsis Mechanistic-empirical Design Concepts for Continuously Reinforced Concrete Pavements in Illinois by : Matthew A. Beyer
Author |
: Kamran Majidzadeh |
Publisher |
: |
Total Pages |
: 120 |
Release |
: 1977 |
ISBN-10 |
: OCLC:5077928 |
ISBN-13 |
: |
Rating |
: 4/5 (28 Downloads) |
Synopsis Observations of Field Performance of Continuously Reinforced Concrete Pavements in Ohio by : Kamran Majidzadeh
Author |
: National Research Council (U.S.). Highway Research Board |
Publisher |
: |
Total Pages |
: 40 |
Release |
: 1973 |
ISBN-10 |
: IND:30000106634110 |
ISBN-13 |
: |
Rating |
: 4/5 (10 Downloads) |
Synopsis Continuously Reinforced Concrete Pavement by : National Research Council (U.S.). Highway Research Board
"This report should be of special interest to design, materials, fundation, and construction engineers responsible for continuously reinforced concrete pavements."--Avant-propos.
Author |
: Jagat Singh Dhamrait |
Publisher |
: |
Total Pages |
: 42 |
Release |
: 1979 |
ISBN-10 |
: UIUC:30112121967373 |
ISBN-13 |
: |
Rating |
: 4/5 (73 Downloads) |
Synopsis Final Summary Report of CRC Pavements in Illinois by : Jagat Singh Dhamrait
Author |
: Illinois. Department of Transportation |
Publisher |
: |
Total Pages |
: 11 |
Release |
: 2003 |
ISBN-10 |
: OCLC:809846626 |
ISBN-13 |
: |
Rating |
: 4/5 (26 Downloads) |
Synopsis 30 Year Continuously Reinforced Concrete Pavement by : Illinois. Department of Transportation