Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995538 DEA: 024H0604 EFIS: 0218000073
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU,PLU-36-
Work Description: CHESTER CAUSEWAY REHAB
Location Description: LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2025-06-30-47
TL Number from the TL Form: 877796
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: 06/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2025
The quantity of what the sample constitutes: 1 Pan
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: D79951
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.7
Virgin binder PG: PG 64-28
Design binder PG:
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 22
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-06-30-47-1
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: 07/28/2025
Date Tested: 07/21/2025
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=5.43
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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3017.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5094.1 g
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Mass of HMA Sample prior to ignition
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2076.3 g
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Corrected Asphalt Binder Content
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5.43 %
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Mass Loss
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133.8 g
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Mass of aggregate remaining after ignition
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1942.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.87 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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