Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994555 DEA: 032G7504 EFIS: 0322000154
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-45-7.0/23.2
Work Description: FULL AND PARTIAL DEPTH RECYCLING, PLACE RHMA.
Location Description: GLENN COUNTY NEAR HAMILTON CITY FROM 4.4 MILES SOUTH TO 1.4 MILES NORTH OF BAYLISS BLUE GUM ROAD AND FROM 3.5 MILES SOUTH TO 2.5 MILES NORTH OF STONY CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, Chico, CA 95928
Resident Engineer: Dwayne Grandy Structure Rep.: Not Applicable
DIME Sample ID: 2023-09-28-93
TL Number from the TL Form: 803732
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: 09/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2023
The quantity of what the sample constitutes: 750
A brief description of the sample: 1/2" RHMA-O
From where was the sample collected: Source
Laboratory sample identification: 23-206
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Orland
DIME Test ID: 2023-09-28-93-1
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: 11/02/2023
Date Tested: 10/10/2023
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:
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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4059.7 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6143.5 g
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Mass of HMA Sample prior to ignition
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2083.8 g
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Corrected Asphalt Binder Content
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7.17 %
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Mass Loss
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166.6 g
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Mass of aggregate remaining after ignition
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1917.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.83 %
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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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