Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000061 DEA: 051Q4804 EFIS: 0523000036
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-R5.0/8.9
Work Description: RHMA OVERLAY, STRIPING AND MODIFY TRAFFIC STATIONS.
Location Description: SANTA CRUZ COUNTY FROM 0.9 MILE NORTH OF BUENA VISTA DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF RIO DEL MAR OVERCROSSING
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-09-03-56
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2024
The quantity of what the sample constitutes: 12 boxes,12 bags agg, 5 quart cans, 1 can of dust.
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification: 024-063
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Batch plant
DIME Test ID: 2024-09-03-56-1
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: 09/18/2024
Date Tested: 09/18/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
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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4225.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5872.7 g
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Mass of HMA Sample prior to ignition
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1647.6 g
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Corrected Asphalt Binder Content
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7.07 %
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Mass Loss
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130.7 g
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Mass of aggregate remaining after ignition
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1516.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.64 %
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Moisture Content
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0.01 %
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Temperature Compensation Factor
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0.21 %
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Test Temperature
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538 C
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