Traxler, R. N. (1965). Hardening of 85–100 Penetration Asphalt Cements During Service in Pavement (Report No. Research Project 2-8-59-9). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83623
Traxler, R. N.. Hardening of 85–100 Penetration Asphalt Cements During Service in Pavement. Report no. Research Project 2-8-59-9. Texas Transportation Institute. Texas A&M University, 1965. https://rosap.ntl.bts.gov/view/dot/83623.
Traxler, R. N. Hardening of 85–100 Penetration Asphalt Cements During Service in Pavement. Texas Transportation Institute. Texas A&M University, 1965, Report no. Research Project 2-8-59-9, ROSA P. https://rosap.ntl.bts.gov/view/dot/83623.
Objective: To determine changes in hardness that occur in an asphalt cement while the hot paving mixture is being prepared and laid and during the early (one year) service life of the pavement surface.
Traxler, R. N. (1965). Hardening of 85–100 Penetration Asphalt Cements During Service in Pavement (Report No. Research Project 2-8-59-9). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83623
Traxler, R. N.. Hardening of 85–100 Penetration Asphalt Cements During Service in Pavement. Report no. Research Project 2-8-59-9. Texas Transportation Institute. Texas A&M University, 1965. https://rosap.ntl.bts.gov/view/dot/83623.
Traxler, R. N. Hardening of 85–100 Penetration Asphalt Cements During Service in Pavement. Texas Transportation Institute. Texas A&M University, 1965, Report no. Research Project 2-8-59-9, ROSA P. https://rosap.ntl.bts.gov/view/dot/83623.
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