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Sample Record for 2023-09-19-30

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Project Information

Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.8/R101.8
Work Description: HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description: SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Anthony Doan Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2023-09-19-30
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: 09/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2023
The quantity of what the sample constitutes: 3 BOXES OF HMA
A brief description of the sample: 1" HMA-A-SP R25 1% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0488A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Materials - Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 1 inch
Lot number: 1
Sublot number: 5
HMA Mix Number: 300222 WM R25
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-09-19-30-1
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: 09/27/2023
Date Tested: 09/23/2023
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 3178.2 g
Corrected Asphalt Binder Content 4.38 %
Mass Loss 160.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.58 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C