A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Condition Monitoring of Continuously Reinforced Concrete Pavement
The four-year study includes annual monitoring data from twenty-seven pavement sites in Oregon that were constructed using Continuously Reinforced Concrete Pavements (CRCP). Most of these pavements were between fifteen and twenty-five years old when the last distress survey was performed in 1988. Some of them have endured nearly fifteen million ESAL's and continue to perform well. A comparison is made of distress observed in the field to distress predicted by equations developed for Texas and Illinois pavements. Oregon's CRCP show significantly less distress than those equations predict. Thus Oregon's CRCP have a longer service life (time to full depth overlay), than the twenty years anticipated. To develop failure prediction equations for Oregon, additional research is needed.
Condition Monitoring of Continuously Reinforced Concrete Pavement
The four-year study includes annual monitoring data from twenty-seven pavement sites in Oregon that were constructed using Continuously Reinforced Concrete Pavements (CRCP). Most of these pavements were between fifteen and twenty-five years old when the last distress survey was performed in 1988. Some of them have endured nearly fifteen million ESAL's and continue to perform well. A comparison is made of distress observed in the field to distress predicted by equations developed for Texas and Illinois pavements. Oregon's CRCP show significantly less distress than those equations predict. Thus Oregon's CRCP have a longer service life (time to full depth overlay), than the twenty years anticipated. To develop failure prediction equations for Oregon, additional research is needed.
Condition Monitoring of Continuously Reinforced Concrete Pavement
L. G. Scholl (author) / E. W. Brooks (author)
1991
34 pages
Report
No indication
English
Highway Engineering , Construction Equipment, Materials, & Supplies , Transportation & Traffic Planning , Transportation , Concrete pavements , Reinforced concrete , Pavement condition , Inspection , Oregon , Cracking(Fracturing) , Pavement wear , Pavement damage , Pavement deflection , Concrete durability , Service life , Monitoring , Highway maintenance , Road materials
Continuously reinforced concrete pavement
| TIBKAT | 1973
Continuously reinforced concrete pavement
| UB Braunschweig | 1973
Continuously-reinforced concrete pavement
Engineering Index Backfile | 1963
Continuously Reinforced Concrete Pavement
| NTIS | 1970