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Sample Record for 2023-08-30-38

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

Project Information

Project ID: 215648 DEA: 010L0404 EFIS: 0121000044 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-12.0/16.5, 12.0-16.5
Work Description: Slide repair
Location Description:
Contractor Name: GR Sundberg Inc.
Contractor Address: 5211 Boyd Road, Arcata CA, 95521
Resident Engineer: Clayton Malmberg Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-30-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" HMA-A 15% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-248
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: L191741

Test Results

Test 1 of 1

DIME Test ID: 2023-08-30-38-1
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: 09/01/2023
Date Tested: 09/01/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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 1734 g
Corrected Asphalt Binder Content 5 %
Mass Loss 95.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.52 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C