Highway Research News
Author | : |
Publisher | : |
Total Pages | : 308 |
Release | : 1966 |
Genre | : Highway research |
ISBN | : |
Issues for 1963- include section: Urban transportation research digest.
Download The Effect Of Placing Methods And Lift Thickness On Density And Riding Qualities Of Asphalt Concrete full books in PDF, epub, and Kindle. Read online free The Effect Of Placing Methods And Lift Thickness On Density And Riding Qualities Of Asphalt Concrete ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Author | : |
Publisher | : |
Total Pages | : 308 |
Release | : 1966 |
Genre | : Highway research |
ISBN | : |
Issues for 1963- include section: Urban transportation research digest.
Author | : Oregon State University. Engineering Experiment Station |
Publisher | : |
Total Pages | : 798 |
Release | : 1966 |
Genre | : Engineering |
ISBN | : |
Author | : Association of Asphalt Paving Technologists |
Publisher | : |
Total Pages | : 872 |
Release | : 1967 |
Genre | : |
ISBN | : |
Author | : Association of Asphalt Paving Technologists |
Publisher | : |
Total Pages | : 872 |
Release | : 1967 |
Genre | : Asphalt industry |
ISBN | : |
Author | : Rebecca S. McDaniel |
Publisher | : |
Total Pages | : 120 |
Release | : 2019 |
Genre | : Asphalt |
ISBN | : 9780309480420 |
TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 537: Impact of Asphalt Thickness on Pavement Quality documents transportation agency policy for lift thickness and minimum compaction requirements on resultant asphalt pavement quality. To achieve expected pavement performance, it is important that asphalt concrete (AC) have adequate density. A critical factor in achieving this density is the ratio of lift thickness to nominal maximum aggregate size (t/NMAS). The information in the report is designed to help make agencies aware of a range of practices other agencies use to achieve a desired t/NMAS ratio, ensuring that density of AC is adequate to meet expected pavement performance.