| contributor author | Mary Stroup-Gardiner | |
| contributor author | Rod E. Turochy | |
| contributor author | Alan Carter | |
| date accessioned | 2017-05-08T21:05:01Z | |
| date available | 2017-05-08T21:05:01Z | |
| date copyright | August 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-947x%282007%29133%3A8%28455%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/38007 | |
| description abstract | Statistical analyses of over 2,000 pavement designs using the 1993 American Association of State Highway Transportation Officials Design Guide was conducted. Variations in traffic levels, and subgrade, base, and hot mix asphalt (HMA) moduli and thickness showed that the only significant material and traffic design inputs were the subgrade modulus and the initial ESAL loads. A plus or minus 5% change in the design traffic level did not statistically influence the determination of the structural number (SN). A subgrade modulus of | |
| publisher | American Society of Civil Engineers | |
| title | Influence of Various Material and Traffic Inputs on Flexible Pavement Design Methods for Alabama Roadways | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 8 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(2007)133:8(455) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 008 | |
| contenttype | Fulltext | |
