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Sample Record for 2025-09-09-128

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

Project Information

Project ID: 1001174 DEA: 040X7004 EFIS: 0424000158 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-84-3.0/13.6
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G (BWC).
Location Description: SOLANO COUNTY NEAR RIO VISTA FROM 0.4 MILE NORTH OF CACHE SLOUGH FERRY TO YOLO COUNTY LINE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-09-128
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: 09/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"HMA-SP-RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 7
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 2

DIME Test ID: 2025-09-09-128-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 02/18/2026
Date Tested: 09/10/2025
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:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.545
Theoretical maximum density at 25°C (77°F) 2538 kg/m^3

Test 2 of 2

DIME Test ID: 2025-09-09-128-2
Test Method: AASHTO T308-25: 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: 02/18/2026
Date Tested: 09/18/2025
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
Corrected Asphalt Binder Content 5.26 %
Mass of HMA Sample prior to ignition 2276.4 g
Mass Loss 130.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 538 C