A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lime-Treated Mineral Aggregate Reduces Moisture Damage in Asphaltic Concrete Pavement
The report describes an economical process for admixing time with mineral aggregates during the production of asphaltic concrete pavement. In this process, the optimum amount of lime required is added to the field sand to treat the mineral aggregates in the asphaltic concrete pavement; the field sand, in turn, carries the lime to the other mineral aggregates during the blending, mixing, and drying process. After being treated with the lime, the field sand is placed in a stockpile and delivered to the production plant as needed. In the authors tests, treated field sand stockpiled for seven months showed neither evidence of recarbonization nor signs of deterioration.
Lime-Treated Mineral Aggregate Reduces Moisture Damage in Asphaltic Concrete Pavement
The report describes an economical process for admixing time with mineral aggregates during the production of asphaltic concrete pavement. In this process, the optimum amount of lime required is added to the field sand to treat the mineral aggregates in the asphaltic concrete pavement; the field sand, in turn, carries the lime to the other mineral aggregates during the blending, mixing, and drying process. After being treated with the lime, the field sand is placed in a stockpile and delivered to the production plant as needed. In the authors tests, treated field sand stockpiled for seven months showed neither evidence of recarbonization nor signs of deterioration.
Lime-Treated Mineral Aggregate Reduces Moisture Damage in Asphaltic Concrete Pavement
C. H. Little (author)
1993
19 pages
Report
No indication
English
High Quality Asphaltic Concrete Pavement Containing Chemically Treated Unsound Aggregate
| British Library Conference Proceedings | 1991
| Engineering Index Backfile | 1920
Predicting moisture-induced damage to asphaltic concrete
| TIBKAT | 1978
Predicting Moisture-Induced Damage to Asphaltic Concrete
| NTIS | 1978
More durable asphaltic-concrete pavement construction
| Engineering Index Backfile | 1950