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: 2023-07-14-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Redwood Valley Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2023
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
DIME Test ID: 2023-07-14-4-1
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: 07/14/2023
Date Tested: 07/14/2023
Submitted By Organization: CT D01 - Redwood Valley Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
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 HMA Sample prior to ignition
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1000.0 g
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Corrected Asphalt Binder Content
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5.23 %
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Mass Loss
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100.0 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.00 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.00 %
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Test Temperature
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482 C
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DIME Test ID: 2023-07-14-4-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: ZZCT DIME Development Laboratory A - Bellflower - Internal
Organization Address: 1234 Norwalk Boulevard,
Organization City: Bellflower
Organization State: CA
Organization Zipcode: 90725
Organization Email: test.user@dot.ca.gov
Organization Phone: (213) 555-1212
Data has not been verified.
