Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994600 DEA: 081N1704 EFIS: 0822000107
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R108.0/R115.0
Work Description: RHMA, HIGH DENSITY POLYURETHANE INJECTION & COLD PLANE AC PAVEMENT.
Location Description: SAN BERNARDINO COUNTY NEAR BARSTOW FROM 0.6 MILE NORTH OF CLYDE V. KANE REST AREA TO 0.3 MILE SOUTH OF BIRD DITCH BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Thanh Pham Structure Rep.: Unknown
DIME Sample ID: 2024-04-30-61
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: 04/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2024
The quantity of what the sample constitutes: 2 BOXES OF RHMA-G
A brief description of the sample: 3/4" RHMA-G-SP 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0252G-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Materials-Victorville
DIME Test ID: 2024-04-30-61-1
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: 05/21/2024
Date Tested: 05/20/2024
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: 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 HMA Sample prior to ignition
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2132.2 g
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Corrected Asphalt Binder Content
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6.98 %
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Mass Loss
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157.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.34 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.07 %
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Test Temperature
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538 C
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