Traxler, R. N. (1966). Additional Rheological Properties of 85–100 Penetration Asphalt Cements Used in Field Tests Initiated During 1963–64 (Report No. Study No. 2-8-59-9). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83624
Traxler, R. N.. Additional Rheological Properties of 85–100 Penetration Asphalt Cements Used in Field Tests Initiated During 1963–64. Report no. Study No. 2-8-59-9. Texas Transportation Institute. Texas A&M University, 1966. https://rosap.ntl.bts.gov/view/dot/83624.
Traxler, R. N. Additional Rheological Properties of 85–100 Penetration Asphalt Cements Used in Field Tests Initiated During 1963–64. Texas Transportation Institute. Texas A&M University, 1966, Report no. Study No. 2-8-59-9, ROSA P. https://rosap.ntl.bts.gov/view/dot/83624.
The objective of this research was to determine the viscosities of asphalt cements at 60° and 50°F, and their microductilities at 77° and 60°F. The conclusions were as follows: (1) Determination of the viscosities of asphalt cements at 50° and 60°F has led to the conclusion that methods other than the thin film, sliding plate viscometer should be used to obtain rheological data on most asphalt cements at temperatures at or below 50°F.
Traxler, R. N. (1966). Additional Rheological Properties of 85–100 Penetration Asphalt Cements Used in Field Tests Initiated During 1963–64 (Report No. Study No. 2-8-59-9). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/83624
Traxler, R. N.. Additional Rheological Properties of 85–100 Penetration Asphalt Cements Used in Field Tests Initiated During 1963–64. Report no. Study No. 2-8-59-9. Texas Transportation Institute. Texas A&M University, 1966. https://rosap.ntl.bts.gov/view/dot/83624.
Traxler, R. N. Additional Rheological Properties of 85–100 Penetration Asphalt Cements Used in Field Tests Initiated During 1963–64. Texas Transportation Institute. Texas A&M University, 1966, Report no. Study No. 2-8-59-9, ROSA P. https://rosap.ntl.bts.gov/view/dot/83624.
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