Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-03-02-35
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2026
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: 1/2" HMA-WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland
DIME Test ID: 2026-03-02-35-1
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: 03/09/2026
Date Tested: 03/04/2026
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: not applicable
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Number of Samples
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2
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.469
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Specific Gravity for Sample 2
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2.465
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Average Specific Gravity
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2.467
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Theoretical maximum density at 25°C (77°F)
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2462 kg/m^3
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DIME Test ID: 2026-03-02-35-2
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: 03/09/2026
Date Tested: 03/04/2026
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Corrected Asphalt Binder Content
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5.54 %
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Mass of HMA Sample prior to ignition
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1593.5 g
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Mass Loss
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100.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.65 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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482 C
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DIME Test ID: 2026-03-02-35-3
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: 03/09/2026
Date Tested: 03/04/2026
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
|
What temperature unit is used?
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Celsius
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|
Test procedure used?
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Method A
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Corrected Asphalt Binder Content
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5.57 %
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Mass of HMA Sample prior to ignition
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1537.4 g
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Mass Loss
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97.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.65 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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482 C
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