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Sample Record for 2023-02-11-12

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

Project Information

Project ID: 994779 DEA: 034J1504 EFIS: 0323000124 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-5/8.300000000000001
Work Description:
Location Description:
Contractor Name: Granite Construction Company
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-11-12
TL Number from the TL Form: 042944
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification: 23-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite - Bradshaw

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 1465
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-02-11-12-1
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: 05/16/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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 the specimen basket assembly 4036.7 g
Mass of the specimen and specimen basket assembly prior to ignition 6424.1 g
Mass of HMA Sample prior to ignition 2387.4 g
Corrected Asphalt Binder Content 4.42 %
Mass Loss 113.9 g
Mass of aggregate remaining after ignition 2273.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C