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Sample Record for 2023-08-25-45

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Project Information

Project ID: 215494 DEA: 081H4904 EFIS: 0817000059 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-31.9/38.5
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH HMA (TYPE A).
Location Description: SAN BERNARDINO COUNTY FROM 0.1 MILE EAST OF HILLTOP CONNECTOR TO 0.5 MILE EAST OF SIBERIA CREEK TRAIL
Contractor Name: Matich Corp
Contractor Address: P.O. Box 10, Highland, CA 92346-1010
Resident Engineer: Nhan Nguyen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-25-45
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: 08/25/2023
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
A brief description of the sample: 3/4"HMA-SP R15 0.60% LAS
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Mat. - Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 5
HMA Mix Number: 300154

Test Results

Test 1 of 1

DIME Test ID: 2023-08-25-45-1
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: 09/12/2023
Date Tested: 08/29/2023
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 2153.0 g
Corrected Asphalt Binder Content 4.91 %
Mass Loss 110.0 g
Correction Factor (Percent by mass of HMA Specimen) 0.14 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C