Gunn, R. W., & McGhee, K. H. (1984). Roughness of overlays on bridge approaches as affected by pavement milling (Report No. VHTRC 84-R39). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/19074
Gunn, R. W and Kenneth H McGhee. Roughness of overlays on bridge approaches as affected by pavement milling. Report no. VHTRC 84-R39. Virginia Transportation Research Council (VTRC), 1984. https://rosap.ntl.bts.gov/view/dot/19074.
Gunn, R. W, and Kenneth H McGhee Roughness of overlays on bridge approaches as affected by pavement milling. Virginia Transportation Research Council (VTRC), 1984, Report no. VHTRC 84-R39, ROSA P. https://rosap.ntl.bts.gov/view/dot/19074.
Evaluation was made of the effectiveness of milling old asphaltic concrete surfaces for a short distance at bridge approaches in preparation for resurfacings. The results showed that such preparatory milling is highly effective in maintaining or improving pavement ride quality in the approach area. While geometrics or other considerations might preclude its use, the milling method is recommended for consideration as a procedure for preparing bridge approach areas for the placement of overlays.
Gunn, R. W., & McGhee, K. H. (1984). Roughness of overlays on bridge approaches as affected by pavement milling (Report No. VHTRC 84-R39). Virginia Transportation Research Council (VTRC). https://rosap.ntl.bts.gov/view/dot/19074
Gunn, R. W and Kenneth H McGhee. Roughness of overlays on bridge approaches as affected by pavement milling. Report no. VHTRC 84-R39. Virginia Transportation Research Council (VTRC), 1984. https://rosap.ntl.bts.gov/view/dot/19074.
Gunn, R. W, and Kenneth H McGhee Roughness of overlays on bridge approaches as affected by pavement milling. Virginia Transportation Research Council (VTRC), 1984, Report no. VHTRC 84-R39, ROSA P. https://rosap.ntl.bts.gov/view/dot/19074.
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