Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994443 DEA: 053307C4 EFIS: 0514000028
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41,46-44.5/45.3,54.0/57.8
Work Description: Wye Segment - Route 41/46 Separation
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Brian Harrington Structure Rep.: Dave Lewis
DIME Sample ID: 2025-03-21-75
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Dispute Sample
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-03-21-75-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction
DIME Test ID: 2025-03-21-75-1
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: 10/08/2025
Date Tested: 10/08/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Does Not Comply Target 4.80% Tested 5.79%
Test Result Compliance: does not comply
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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3964 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5993.5 g
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Mass of HMA Sample prior to ignition
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2029.5 g
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Corrected Asphalt Binder Content
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5.79 %
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Mass Loss
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136 g
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Mass of aggregate remaining after ignition
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1893.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.91 %
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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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