Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000501 DEA: 081J6104 EFIS: 0818000102
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-215-40.5/42.7
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), RHMA, AND REPLACE BASE.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM 0.8 MILE SOUTH OF ROUTE 60/91 SEPARATION TO 0.4 MILE SOUTH OF MARTIN LUTHER KING BOULEVARD UNDERCROSSING
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd., Livermore, CA
Resident Engineer: Mahfual Alam Structure Rep.: Unknown
DIME Sample ID: 2025-10-21-35
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: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2025
The quantity of what the sample constitutes: 2 BOXES HMA, 1 QT PG64-16
A brief description of the sample: 3/4" HMA ASP R25% EVO .25%
From where was the sample collected: Manufacturer
Laboratory sample identification: 0665A-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Corona
DIME Test ID: 2025-10-21-35-1
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: 11/18/2025
Date Tested: 10/28/2025
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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2176.1 g
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Corrected Asphalt Binder Content
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4.65 %
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Mass Loss
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118 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.65 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.12 %
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Test Temperature
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538 C
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