Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.9/10.6
Work Description: SB 101 4D North San Ysidro to Olive Mill
Location Description: In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen
DIME Sample ID: 2025-10-17-12
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2025
The quantity of what the sample constitutes: 0-750 Tons
A brief description of the sample: 3/4 HMA SP R25
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Santa Paula
DIME Test ID: 2025-10-17-12-1
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: 10/21/2025
Date Tested: 10/21/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
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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Fahrenheit
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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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3869.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5936.1 g
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Corrected Asphalt Binder Content
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4.64 %
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Mass of HMA Sample prior to ignition
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2066.6 g
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Mass Loss
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110.4 g
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Mass of aggregate remaining after ignition
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1956.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.7 %
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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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482 F
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