Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995022 DEA: 09392104 EFIS: 0922000034
QA Service Level: 1
DIST-CO-RTE-PM: 09--58-R107.7/R118.0
Work Description: Place RHMA-G (Bonded Wearing Course) over existing pavement.
Location Description: IN KERN COUNTY ABOUT 17 MILES EAST OF TEHACHAPI FROM 0.1 MILE EAST OF CACHE CREEK BRIDGE TO 1.8 MILES EAST OF BUSINESS ROUTE 58 OVERCROSSING.
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Ave, Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Unknown
DIME Sample ID: 2023-08-09-59
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2023
The quantity of what the sample constitutes: 4 BOXES OF HMA
A brief description of the sample: 1/2" RHMA-G 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0432G-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec
DIME Test ID: 2023-08-09-59-1
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: 09/12/2023
Date Tested: 08/26/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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 HMA Sample prior to ignition
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1618 g
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Corrected Asphalt Binder Content
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7.65 %
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Mass Loss
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132.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.21 %
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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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