Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212246 DEA: 053307A4 EFIS: 0514000027
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-49.7/54.6
Work Description: Cholame Segment
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Andrew Borrelli Structure Rep.: Dave Lewis
DIME Sample ID: 2024-12-20-31
TL Number from the TL Form: 241220 L4 SL6
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/16/2025
The quantity of what the sample constitutes: L223535A L4 SL6 - 336 tons
A brief description of the sample: 1/2 HMA boxes, CF agg, RAP, Binder, LAS
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials - Avenal
DIME Test ID: 2024-12-20-31-1
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: 01/22/2025
Date Tested: 01/22/2025
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
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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4032.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5749.9 g
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Mass of HMA Sample prior to ignition
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1717.7 g
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Corrected Asphalt Binder Content
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6.09 %
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Mass Loss
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126.5 g
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Mass of aggregate remaining after ignition
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1591.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.27 %
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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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