Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001324 DEA: 061E8804 EFIS: 0622000111
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-24.6/41.1,43.8/53.3
Work Description: Cold plane, HMA paving and pavement delineation.
Location Description: FRESNO COUNTY IN AND NEAR KERMAN FROM BELMONT AVENUE TO MODOC AVENUE AND FROM 0.2 MILE EAST OF GOLDENROD AVENUE TO 0.3 MILE WEST OF BRAWLEY AVENUE
Contractor Name: PAVE-TECH, INC.
Contractor Address: 3043 Harding Street, Carlsbad, CA 92008
Resident Engineer: Joseph Lopez Structure Rep.: Unknown
DIME Sample ID: 2026-06-30-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2026
The quantity of what the sample constitutes: 8 Boxes HMA
A brief description of the sample: 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Madera Plant
DIME Test ID: 2026-06-30-17-1
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: 07/08/2026
Date Tested: 07/01/2026
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
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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2929.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4744.1 g
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Mass of HMA Sample prior to ignition
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1814.3 g
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Corrected Asphalt Binder Content
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4.3 %
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Mass Loss
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90.8 g
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Mass of aggregate remaining after ignition
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1723.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.53 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.17 %
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Test Temperature
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538 C
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