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Sample Record for 2025-12-17-36

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Project Information

Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12-7.9/14.1
Work Description: RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location Description: SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court B#400, Concord, CA 94520
Resident Engineer: Asadullah Sarwary Structure Rep.: Kambiz Kouchesfahani

Sample Information

DIME Sample ID: 2025-12-17-36
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: 12/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/18/2025
The quantity of what the sample constitutes: PSUE
A brief description of the sample: 3/4" hma-wma
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland Batch Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 11
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: 2025-12-17-36-1
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: 01/06/2026
Date Tested: 12/19/2025
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 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.485
Specific Gravity for Sample 2 2.498
Average Specific Gravity 2.492
Theoretical maximum density at 25°C (77°F) 2484 kg/m^3

Test 2 of 3

DIME Test ID: 2025-12-17-36-2
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: 01/06/2026
Date Tested: 12/19/2025
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 4.61 %
Mass of HMA Sample prior to ignition 2204.7 g
Mass Loss 122.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.85 %
Moisture Content no data0 %
Temperature Compensation Factor 0.09 %
Test Temperature 482 C

Test 3 of 3

DIME Test ID: 2025-12-17-36-3
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: 01/06/2026
Date Tested: 01/05/2026
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 4.7 %
Mass of HMA Sample prior to ignition 2213.2 g
Mass Loss 125.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.85 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C