原文传递 BOND CONTRIBUTION TO WHITETOPPING PERFORMANCE ON LOW-VOLUME ROADS.
题名: BOND CONTRIBUTION TO WHITETOPPING PERFORMANCE ON LOW-VOLUME ROADS.
作者: Grove-JD; Harris-GK; Skinner-BJ
关键词: BONDED-CONCRETE-OVERLAYS; BONDING-STRENGTH; ASPHALT-PAVEMENTS; POWER-BROOMING; POWER-BROOMING-WITH-AIR-BLAST; MILLING-; CEMENT-GROUTS; TACK-COATS; PERFORMANCE-EVALUATIONS; LOW-VOLUME-ROADS
摘要: Research was initiated in 1991 as a part of a whitetopping project to study the effectiveness of various techniques to enhance bond strength between a new portland cement concrete (PCC) overlay and an existing asphalt cement concrete (ACC) pavement surface. A 1676-m (5,500-ft) section of County Road R16 in Dallas County, Iowa, was divided into 12 test sections. Techniques used to enhance bond were power brooming, power brooming with air blast, milling, cement and water grout, and emulsion tack coat. As a part of these bonding techniques, two pavement thicknesses were placed, two concrete proportions were used, and two sections were planed to a uniform cross slope. Bond strength was perceived to be the key to determining an appropriate design procedure for whitetopping. If adequate bond is achieved, a bonded PCC overlay technique can be used for design. Without sufficient bond development, an unbonded overlay procedure should be used. The research found that bond was developed in every section, regardless of the bond enhancement technique used. The underlying ACC does contribute to the composite structure and can be considered in the design. The sections on which the underlying ACC contributed the greatest amount of structure to the composite pavement were not the sections with the highest bond strength.
总页数: Transportation Research Record. 1993. (1382) pp104-110 (1 Phot., 1 Fig., 6 Tab.)
报告类型: 科技报告
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