Print Report | Back to Sample Detail

Sample Record for 2025-07-11-71

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

Project Information

Project ID: 1000602 DEA: 040K6404 EFIS: 0416000112 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-15.9/30.2
Work Description: COLD PLANE, OVERLAY, MGS, RAMP METERING, LIGHTING AND SIGNAL.
Location Description: SOLANO COUNTY ON ROUTE 80 IN AND NEAR FAIRFIELD AND VACAVILLE AT VARIOUS LOCATIONS FROM 1.5 MILES EAST OF SUISUN VALLEY ROAD OVERCROSSING TO 0.8 MILE EAST OF LEISURE TOWN ROAD OVERCROSSING.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Justen Tatum Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-11-71
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: 07/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"RHMA-SP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 2
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 on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-07-11-71-1
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: 11/24/2025
Date Tested: 07/15/2025
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 2.403
Theoretical maximum density at 25°C (77°F) 2396.3 lb/ft^3

Test 2 of 3

DIME Test ID: 2025-07-11-71-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 11/24/2025
Date Tested: 07/17/2025
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:
Bulk Specific Gravity 2.314
Bulk Specific Gravity 2 2.307
Bulk Specific Gravity 3 2.325
Average Bulk Specific Gravity 2.315

Test 3 of 3

DIME Test ID: 2025-07-11-71-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/24/2025
Date Tested: 07/17/2025
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:
Percent Air Voids 3.7 %
Percent Air Voids 2 4 %
Percent Air Voids 3 3.3 %
Average Percent Air Voids 3.7 %
Average Core Density 96.3 %