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Sample Record for 2025-07-16-65

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

Project Information

Project ID: 995174 DEA: 043W5604 EFIS: 0421000388 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12,80,680-Var
Work Description: POLYESTER CONCRETE OVERLAY.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison ave, Sacramento, CA 95838
Resident Engineer: Justen Tatum Structure Rep.: Kambiz Kouchesfahani

Sample Information

DIME Sample ID: 2025-07-16-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2025
The quantity of what the sample constitutes: 100Tons
A brief description of the sample: 3/4"HMA-R25-WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-07-16-65-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/24/2025
Date Tested: 07/18/2025
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.484
Theoretical maximum density at 25°C (77°F) 2477.3 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-07-16-65-2
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: 07/24/2025
Date Tested: 07/18/2025
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
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 2181.2 g
Corrected Asphalt Binder Content 4.46 %
Mass Loss 135.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.61 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C