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