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Sample Record for 2023-07-30-4

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Project Information

Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)

Sample Information

DIME Sample ID: 2023-07-30-4
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: 07/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2023
The quantity of what the sample constitutes: 2 BOXES OF HMA
A brief description of the sample: 3/4"-A-SP R25 0.25% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0394A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta (CCA) Lake Elsinore

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 53417615FR
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-07-30-4-1
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: 08/09/2023
Date Tested: 08/01/2023
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: 9098293029
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2156.1 g
Corrected Asphalt Binder Content 4.43 %
Mass Loss 109.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.52 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C