Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance of Original and Resurfaced Pavements on the Illinois Freeway System
In previous studies, the performance of bare and resurfaces JRCP and CRCP on the Illinois freeway system was assessed by survival analyses. In the study, the 1994 data has 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 2000 centerline miles of heavily trafficked multiple-lane pavements which were constructed largely between 1957 and 1994. As of 1994, about 32 percent of these pavements had been overlaid once with asphalt concrete (AC) ranging in thickness from 1.5 to 7.0 inches. About 26 percent of these have been overlaid for the second time with asphalt concrete ranging in thickness from 1.5 to 7 inches.
Performance of Original and Resurfaced Pavements on the Illinois Freeway System
In previous studies, the performance of bare and resurfaces JRCP and CRCP on the Illinois freeway system was assessed by survival analyses. In the study, the 1994 data has 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 2000 centerline miles of heavily trafficked multiple-lane pavements which were constructed largely between 1957 and 1994. As of 1994, about 32 percent of these pavements had been overlaid once with asphalt concrete (AC) ranging in thickness from 1.5 to 7.0 inches. About 26 percent of these have been overlaid for the second time with asphalt concrete ranging in thickness from 1.5 to 7 inches.
Performance of Original and Resurfaced Pavements on the Illinois Freeway System
N. G. Gharaibeh (Autor:in) / M. I. Darter (Autor:in) / F. LaTorre (Autor:in) / J. W. Vespa (Autor:in) / D. L. Lippert (Autor:in)
1997
142 pages
Report
Keine Angabe
Englisch
Blow-ups on Resurfaced Concrete Pavements
| NTIS | 1977
How Clinton, Illinois, resurfaced and repaired its streets
| Engineering Index Backfile | 1945