Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210794 DEA: 062HT104 EFIS: 0612000287
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-23.5/26.7
Work Description: (Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location Description: State Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2718 Granite Ct , Fresno, CA 93706
Resident Engineer: Justin Kimura Structure Rep.: Daniel Chapa
DIME Sample ID: 2018-07-08-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/08/2018
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2019
The quantity of what the sample constitutes: 1 qt
A brief description of the sample: HMA-A 3/4" R15 PG70-10
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan-Ashlan
DIME Test ID: 2018-07-08-2-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/02/2019
Date Tested: 03/20/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.64 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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