Li, P., & Liu, J. (2014). Verification of job mix formula for Alaskan HMA (Report No. INE/ AUTC 14.11). Alaska University Transportation Center. https://rosap.ntl.bts.gov/view/dot/28010
Li, Peng and Jenny Liu. Verification of job mix formula for Alaskan HMA. Report no. INE/ AUTC 14.11. Alaska University Transportation Center, 2014. https://rosap.ntl.bts.gov/view/dot/28010.
Li, Peng, and Jenny Liu Verification of job mix formula for Alaskan HMA. Alaska University Transportation Center, 2014, Report no. INE/ AUTC 14.11, ROSA P. https://rosap.ntl.bts.gov/view/dot/28010.
Some asphalt pavement does not last as long as it should. Every year, a significant amount of money is spent by the state on
;
repairing and maintaining pavement, which raises the question: Are we getting the mix design we need? Since hot mix asphalt (HMA) is
;
the main paving material in Alaska, it is critical to understand how the quality of this material is assured. Often, a properly lab-designed
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HMA is used in the field on a given project and performs in a substandard manner. Variability is inevitable during construction.
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Two projects were selected for the study. Pertinent data from ADOT&PF and from contractors at lab/design and construction
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were obtained, including general information regarding the paving projects, details of the materials and JMF being used in the
;
construction, quality control testing data from contractors, and acceptance testing results from the agency.
Li, P., & Liu, J. (2014). Verification of job mix formula for Alaskan HMA (Report No. INE/ AUTC 14.11). Alaska University Transportation Center. https://rosap.ntl.bts.gov/view/dot/28010
Li, Peng and Jenny Liu. Verification of job mix formula for Alaskan HMA. Report no. INE/ AUTC 14.11. Alaska University Transportation Center, 2014. https://rosap.ntl.bts.gov/view/dot/28010.
Li, Peng, and Jenny Liu Verification of job mix formula for Alaskan HMA. Alaska University Transportation Center, 2014, Report no. INE/ AUTC 14.11, ROSA P. https://rosap.ntl.bts.gov/view/dot/28010.
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