Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-0.74/11.0
Work Description: PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC.
Location Description: LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Tooraj Yegan
DIME Sample ID: 2025-06-24-58
TL Number from the TL Form: 815565
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: 06/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 1 Pan
A brief description of the sample: 1/2" HMA-A w/25% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79930
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant
DIME Test ID: 2025-06-24-58-1
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: 07/08/2025
Date Tested: 07/02/2025
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=5.49%
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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3017.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4679.2 g
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Mass of HMA Sample prior to ignition
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1662.1 g
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Corrected Asphalt Binder Content
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5.49 %
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Mass Loss
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108.7 g
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Mass of aggregate remaining after ignition
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1553.4 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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0.18 %
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Test Temperature
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538 C
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