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Sample Record for 2023-08-18-77

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Project Information

Project ID: 994971 DEA: 061E6204 EFIS: 0622000069 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-198-R19.7/26.7, 1.0/13.9
Work Description:
Location Description:
Contractor Name: PAVEMENT COATINGS CO.
Contractor Address: 19062 San Jose Avenue, LaPuente,CA 91748
Resident Engineer: Haidar Haddadin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-18-77
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: 08/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
The quantity of what the sample constitutes: 2 Boxes HMA, Agg, RAP, Binder
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 023-053
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Goshen

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 4
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-08-18-77-2
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: 09/05/2023
Date Tested: 09/01/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4200.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6467.9 g
Mass of HMA Sample prior to ignition 2267.7 g
Corrected Asphalt Binder Content 4.26 %
Mass Loss 109.9 g
Mass of aggregate remaining after ignition 2157.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.43 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.16 %
Test Temperature 538 C