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Sample Record for 2023-08-08-64

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Project Information

Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete

Sample Information

DIME Sample ID: 2023-08-08-64
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: 08/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2023
The quantity of what the sample constitutes: 1 BOX OF HMA
A brief description of the sample: 3/4" HMA-A-SP-R15 0.50% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0452A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 157
HMA Mix Number: 224112 CORD SJR

Test Results

Test 1 of 1

DIME Test ID: 2023-08-08-64-1
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: 09/06/2023
Date Tested: 09/05/2023
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:
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2164.0 g
Corrected Asphalt Binder Content 4.30 %
Mass Loss 102.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.31 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C