Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002450 DEA: 033G6104 EFIS: 0324000347
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-5-14/22.8
Work Description: HM 1; REPLACE RHMA-O WITH DIGOUTS RTE 5 YOLO: COLD PLANE AC PAVEMENT, HMA (TYPE A), RHMA-O (OGFC), TACK COAT, TEMPORARY CHECK DAM & DRAINAGE INLET PROTECTION, THERMOPLASTIC STRIPING/MARKING (EWNV), RETROREFLECTIVE PAVEMENT MARKERS, RUMBLE STRIP
Location Description:
Contractor Name: All American Construction Inc.
Contractor Address: 1700 Acacia Avenue, Sutter, CA 95982
Resident Engineer: Luis Pompa Structure Rep.: Unknown
DIME Sample ID: 2026-08-19-28
TL Number from the TL Form: C766487
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2026
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: 1/2" RHMA-O
From where was the sample collected: Source
Laboratory sample identification: Daily Sample 26-224
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland
DIME Test ID: 2026-08-19-28-1
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: 08/21/2026
Date Tested: 08/21/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: L1
OBC 7.4%
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 HMA Sample prior to ignition
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1622.6 g
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Corrected Asphalt Binder Content
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7.81 %
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Mass Loss
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140.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.86 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.02 %
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Test Temperature
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538 C
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