A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance Study of the Bituminous Concrete Section of the John F. Kennedy Expressway (I-95)
The main objective of the study is to evaluate the structural adequacy of the rehabilitated and resurfaced flexible pavement section of the JFK Expressway (I-95). The evaluation utilizes the 'Asphalt Institute's Deflection Method for Designing Asphalt Concrete Overlays for Asphalt Pavements'. Benkelman Beam static rebound deflection tests were made each spring for five years. Between 1973 and 1976, twelve of twenty-two areas did not show statistically significant changes. Of the ten areas showing change, one area was singled out in early readings for poor performance. Only three other areas showed statistically significant changes and had recommended overlays of 2 inches or more.
Performance Study of the Bituminous Concrete Section of the John F. Kennedy Expressway (I-95)
The main objective of the study is to evaluate the structural adequacy of the rehabilitated and resurfaced flexible pavement section of the JFK Expressway (I-95). The evaluation utilizes the 'Asphalt Institute's Deflection Method for Designing Asphalt Concrete Overlays for Asphalt Pavements'. Benkelman Beam static rebound deflection tests were made each spring for five years. Between 1973 and 1976, twelve of twenty-two areas did not show statistically significant changes. Of the ten areas showing change, one area was singled out in early readings for poor performance. Only three other areas showed statistically significant changes and had recommended overlays of 2 inches or more.
Performance Study of the Bituminous Concrete Section of the John F. Kennedy Expressway (I-95)
L. D. Beck (author)
1978
29 pages
Report
No indication
English
John F.Fitzgerald expressway tunnel section
| Engineering Index Backfile | 1958
White bituminous mix gets expressway test
Engineering Index Backfile | 1962