Determination Of Resilient Modulus And Estimation Of Layer Coefficients For Asphalt Concrete Mixes
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Author | : American Association of State Highway and Transportation Officials |
Publisher | : AASHTO |
Total Pages | : 622 |
Release | : 1993 |
Genre | : Pavements |
ISBN | : 1560510552 |
Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement structural design - Low-volume road design / - Pavement design procedures for rehabilitation of existing pavements : Rehabilitation concepts - Guides for field data collection - Rehabilitation methods other than overlay - Rehabilitation methods with overlays / - Mechanistic-empirical design procedures.
Author | : National Research Council (U.S.). Transportation Research Board |
Publisher | : Transportation Research Board |
Total Pages | : 196 |
Release | : 1991 |
Genre | : Technology & Engineering |
ISBN | : 9780309048613 |
Author | : Michael Eugene Ayers |
Publisher | : |
Total Pages | : 216 |
Release | : 1993 |
Genre | : Asphalt concrete |
ISBN | : |
The resilient modulus test procedure, as specified by the Strategic Highway Research Program (SHRP) P07 protocol, is used to evaluate Oklahoma Department of Transportation (ODOT) types A, B, and G asphalt concrete mixes. Structural layer coefficients are estimated based on the resilient modulus test results. A full face dynamic compaction apparatus was designed and constructed to allow fabrication of large aggregate asphalt concrete samples. The dynamic compaction apparatus is compared with the Marshall and gyratory compaction techniques. A comparison of 4-, 6-, and 8-in. (10.2-, 15.2-, and 20.4-cm) specimens is presented as is a thorough statistical analysis of the material and test variability.
Author | : Harold L. Von Quintus |
Publisher | : |
Total Pages | : 34 |
Release | : 1997 |
Genre | : Pavements |
ISBN | : |
This design pamphlet details suggested procedures to determine the design resilient modulus of different pavement materials in support of the 1993 American Association of State Highway and Transportation Officials (AASHTO) Guide for the Design of Pavement Structures. These suggested procedures do consider the seasonal variation of resilient moduli to estimate structural layer coefficients for flexible pavement design.
Author | : Inge Hoff |
Publisher | : CRC Press |
Total Pages | : 692 |
Release | : 2022-07-07 |
Genre | : Technology & Engineering |
ISBN | : 1000738728 |
Innovations in Road, Railway and Airfield Bearing Capacity – Volume 2 comprises the second part of contributions to the 11th International Conference on Bearing Capacity of Roads, Railways and Airfields (2022). In anticipation of the event, it unveils state-of-the-art information and research on the latest policies, traffic loading measurements, in-situ measurements and condition surveys, functional testing, deflection measurement evaluation, structural performance prediction for pavements and tracks, new construction and rehabilitation design systems, frost affected areas, drainage and environmental effects, reinforcement, traditional and recycled materials, full scale testing and on case histories of road, railways and airfields. This edited work is intended for a global audience of road, railway and airfield engineers, researchers and consultants, as well as building and maintenance companies looking to further upgrade their practices in the field.
Author | : |
Publisher | : |
Total Pages | : 108 |
Release | : 1991 |
Genre | : |
ISBN | : |
Author | : American Association of State Highway and Transportation Officials |
Publisher | : AASHTO |
Total Pages | : 218 |
Release | : 2008 |
Genre | : Pavements |
ISBN | : 156051423X |
Author | : |
Publisher | : |
Total Pages | : 274 |
Release | : 2000 |
Genre | : Pavements, Asphalt |
ISBN | : |
Author | : Eddie Y. J. Chou |
Publisher | : |
Total Pages | : 98 |
Release | : 1999 |
Genre | : Asphalt concrete |
ISBN | : |
Seven flexible pavements ranging from interstate to state route are selected. Three different approaches are employed. The first two use the resilient modulus of the material to estimate its structural coefficient. In the first approach, cored specimens are obtained from each of the pavement sections and the resilient moduli of in-service 301 and 446/448 materials are determined in the laboratory. The second approach backcalculates layer elastic modulus from measured pavement deflection. The third approach determines the structural coefficient from the AASHTO flexible pavement performance equation based on traffic and serviceability history data.
Author | : |
Publisher | : |
Total Pages | : 520 |
Release | : 1992 |
Genre | : Pavements, Concrete |
ISBN | : |