Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994859 DEA: 021H5904 EFIS: 0216000025
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-43.5,57.0
Work Description: REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location Description: SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Nicolas Jimenez
DIME Sample ID: 2025-09-24-61
TL Number from the TL Form: 823575
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2025
The quantity of what the sample constitutes: 45 tons
A brief description of the sample: 1/2-inch HMA-A, PG
From where was the sample collected: Manufacturer
Laboratory sample identification: D80064
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Willow Crk
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.9
Virgin binder PG: PG 64-28M
Design binder PG: PG 64-28M
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 0
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2025-09-24-61-1
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: 10/07/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=5.10%, TV=4.90%
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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3030.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4688.2 g
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Mass of HMA Sample prior to ignition
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1658 g
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Corrected Asphalt Binder Content
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5.1 %
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Mass Loss
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95.6 g
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Mass of aggregate remaining after ignition
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1562.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.49 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.18 %
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Test Temperature
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538 C
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