A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Durable Superpave Mixes in Kansas, Technical Summary
In this research, laboratory-produced Superpave HMA mixtures containing increased percentages (20, 30, and 40%) of RAP materials from three RAP sources (Shilling Construction Co., Konza Construction Co., and the Kansas Department of Transportation project, US-73) were studied for cracking performance. Mix designs were produced using Superpave design criteria for 12.5-mm nominal maximum aggregate size mixture. The static and repetitive Semicircular Bending (SCB) test, the Texas Overlay Tester test, the dynamic modulus test, and Simplified Viscoelastic Continuum Damage (S-VECD) tests were performed on laboratory-prepared samples.
Durable Superpave Mixes in Kansas, Technical Summary
In this research, laboratory-produced Superpave HMA mixtures containing increased percentages (20, 30, and 40%) of RAP materials from three RAP sources (Shilling Construction Co., Konza Construction Co., and the Kansas Department of Transportation project, US-73) were studied for cracking performance. Mix designs were produced using Superpave design criteria for 12.5-mm nominal maximum aggregate size mixture. The static and repetitive Semicircular Bending (SCB) test, the Texas Overlay Tester test, the dynamic modulus test, and Simplified Viscoelastic Continuum Damage (S-VECD) tests were performed on laboratory-prepared samples.
Durable Superpave Mixes in Kansas, Technical Summary
A. Ahmed (author) / S. R. Aziz (author) / N. Sabahfar (author) / M. Hossain (author)
2016
2 pages
Report
No indication
English
Durable Superpave Mixes in Kansas
| NTIS | 2016
Comparison of Moduli of Kansas Superpave Asphalt Mixes
| British Library Online Contents | 2010
Development of 4.75mm Superpave Mixes
| NTIS | 2006