Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001159 DEA: 043X2804 EFIS: 0425000226
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-121-
Work Description: Apply traffic control systems, perform digout, install earth retaining structures
Location Description:
Contractor Name: VALENTINE CORPORATION
Contractor Address: 111 PELICAN WAY, SAN RAFAEL, CA 94901
Resident Engineer: Paramdeep Brar Structure Rep.: Unknown
DIME Sample ID: 2025-06-12-106
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: 06/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2025
The quantity of what the sample constitutes: 100Tons
A brief description of the sample: 3/4"HMA25%RapWMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Napa
DIME Test ID: 2025-06-12-106-1
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: 07/21/2025
Date Tested: 06/18/2025
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:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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US 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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2.499
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Theoretical maximum density at 25°C (77°F)
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2491.6 lb/ft^3
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DIME Test ID: 2025-06-12-106-2
Test Method: AASHTO T308-10: 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: 07/21/2025
Date Tested: 07/02/2025
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:
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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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|
Mass of HMA Sample prior to ignition
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2254.8 g
|
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Corrected Asphalt Binder Content
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4.92 %
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Mass Loss
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129.2 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.7 %
|
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.11 %
|
|
Test Temperature
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482 C
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