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1455 NE Brandi Way Pullman, WA 99163 Home: 0015093369396 Cell: 0096892658585 Hisham.Al-Nabhani@wsu.edu Dear Mr. Yan Zhang, After the phone conversation on September 21st, 2016, our firm began to evaluate the suitability of the asphalt mixture that was given. Per your request, the tests that were used were (1) AASHTO T209-12, Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Hot Mix Asphalt (HMA); (2) AASHTO T166-13 Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Hot Mix Asphalt (HMA) Using Saturated Surface-Dry Specimens; and (3) AASHTO T308-10 Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method. Once the tests were completed and the data fully analyzed it was concluded that the asphalt mixture was not suitable for use in the HMA pavement. The data that was collected from the tests done can be found in the report that is attached to this letter. We are also happy to report to have finished the testing before the deadline that was assigned to us. Thank you for considering us for this job and I hope we will be the ones that you go to for future endeavors. After finishing all experiments, we found that (AASHTO T209) the Gmm was found to be 2.665 which is within the specified typical range. Then moving to (AASHTO T308) indicated that the asphalt binding content of HMA was 6.0. This too is within the expected range. After that (ASHTO T166-13) experimental results indicated that the Gmb of HMA is 2.512 which is within the expected range. Finally test (AASHTO T-312) after all the calculation Some values were not within the expected range; therefore, this asphalt mixture isn’t suitable for use in a HMA pavement. . Sincerely yours, Hisham Al-Nabhani Enclosures (1): Binder Sample, Aggregate 1 2
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1455 NE Brandi Way
Pullman, WA 99163
Home: 0015093369396
Cell: 0096892658585
Hisham.Al-Nabhani@wsu.edu
Dear Mr. Yan Zhang,
Just to inform that after our communication on 21st Sep, 2016 we began to analyze
and evaluate suitability and effectiveness of asphalt mixture which was provided.
According to your guidelines, the tests that were carr...


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