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Sample Record for 2023-09-11-102

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

Project Information

Project ID: 995087 DEA: 051P5904 EFIS: 0522000086 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-0.0/5.0
Work Description: Cold plane, RHMA-G
Location Description: Watsonville area, County line to Scenic pullout
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 3500 American River Dr, Sacramento CA 95864
Resident Engineer: Tyler Lavering Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-11-102
TL Number from the TL Form: C1208231
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/11/2023
The quantity of what the sample constitutes: 2 Boxes RHMA-G
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 023-098
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 5
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-09-11-102-1
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: 12/21/2023
Date Tested: 12/20/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4195.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5791.2 g
Mass of HMA Sample prior to ignition 1595.7 g
Corrected Asphalt Binder Content 7.49 %
Mass Loss 129.5 g
Mass of aggregate remaining after ignition 1466.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.41 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.22 %
Test Temperature 538 C