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Sample Record for 2022-06-01-20

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,SBD-138-0/2.3
Work Description: CONSTRUCT 4' MEDIAN
Location Description: SAN BERNARDINO COUNTY ALONG ROUTE 138
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 213 E Columbia Way, Lancaster, CA 93552
Resident Engineer: Mauricio Santa Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-01-20
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: 06/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2022
The quantity of what the sample constitutes: 2 Boxes HMA, 849.06 tons out
A brief description of the sample: 3/4" HMA-A-SP R25 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0336A-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Big Rock

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2022-06-01-20-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 06/09/2022
Date Tested: 06/08/2022
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:
Test procedure used? no data
Mass of HMA prior to ignition no data
Corrected Asphalt Binder Content 4.50 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data