| contributor author | Karen C. Chou | |
| contributor author | James H. Deatherage | |
| contributor author | Terry D. Leatherwood | |
| contributor author | Amjad J. Khayat | |
| date accessioned | 2017-05-08T21:24:44Z | |
| date available | 2017-05-08T21:24:44Z | |
| date copyright | August 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291084-0702%281999%294%3A3%28221%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50451 | |
| description abstract | Any vehicle whose gross weight exceeds 356 kN (80,000 lb) and/or does not conform to the restriction imposed by the Tennessee Department of Transportation (TDOT) requires a permit issued by TDOT in order to use the Tennessee roads. The current practice in the TDOT Permit Section is that a detailed structural analysis is required for all vehicles with a gross weight over 667.5 kN (150,000 lb). Due to the volume of overload permit applications received, this policy resulted in a large demand in man-hours to perform the structural analysis. Furthermore, the policy does not give consistently safe or conservative assessment. A method has been developed empirically to efficiently extract any suspicious overweight vehicle requesting a permit, regardless of gross weight, for further detailed analysis. The technique utilizes the combination of gross weight, axle loads, and axle spacings. The algorithm can be easily implemented to a computer program for users with limited technical training, since the only input information is the axle load and spacing configurations. The method is intended to be conservative. A study, based on actual permit applications and detailed bridge analyses, has shown that this approach would reduce the number of structural analyses required by approximately 50% when compared to the current policy. | |
| publisher | American Society of Civil Engineers | |
| title | Innovative Method for Evaluating Overweight Vehicle Permits | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(1999)4:3(221) | |
| tree | Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003 | |
| contenttype | Fulltext | |