Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
DIME Sample ID: 2025-05-27-58
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2025
The quantity of what the sample constitutes: 12 boxes of 1/2" HMA
A brief description of the sample: 1/2" HMA PG64-28M Vallero Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79893
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Willow Crk
DIME Test ID: 2025-05-27-58-1
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: 06/16/2025
Date Tested: 06/10/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=4.92
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3039.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4644.2 g
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Mass of HMA Sample prior to ignition
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1604.7 g
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Corrected Asphalt Binder Content
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4.92 %
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Mass Loss
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89.8 g
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Mass of aggregate remaining after ignition
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1514.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.49 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.19 %
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Test Temperature
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538 C
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