Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-R2.6/23.9
Work Description: RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P O BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Aaron Valley Structure Rep.: Joshua Erler
DIME Sample ID: 2026-06-03-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Crescent City Field Laboratory
Sample Organization Contact: (707) 496-5581
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Boyd Road
DIME Test ID: 2026-06-03-17-1
Test Method: AASHTO T308-25: 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: 06/03/2026
Date Tested: 06/03/2026
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
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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3955.6 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5660 g
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Corrected Asphalt Binder Content
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7.72 %
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Mass of HMA Sample prior to ignition
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1704.4 g
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Mass Loss
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147.8 g
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Mass of aggregate remaining after ignition
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1556.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.95 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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