Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994703 DEA: 11431534 EFIS: 1122000094
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-26.8, 26.8/26.8
Work Description:
Location Description:
Contractor Name: Rove Engineering, Inc.
Contractor Address: Unknown, El Centro, CA 92244
Resident Engineer: Derek Carpenter Structure Rep.: Unknown
DIME Sample ID: 2025-02-18-22
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/20/2025
The quantity of what the sample constitutes: 6 boxes
A brief description of the sample: RPSU
From where was the sample collected: Supplier
Laboratory sample identification: 1802-RPSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2025-02-18-22-1
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: 02/26/2025
Date Tested: 02/18/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target = 7.50% Tested 4.38%
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 the specimen basket assembly
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4016.5 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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6064.5 g
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Mass of HMA Sample prior to ignition
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2048 g
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Corrected Asphalt Binder Content
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7.38 %
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Mass Loss
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169.5 g
|
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Mass of aggregate remaining after ignition
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1878.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.9 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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DIME Test ID: 2025-02-18-22-2
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: 02/26/2025
Date Tested: 02/21/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target - 2.418 Tested 2.410
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?
|
US Units
|
|
Mass Determination
|
Air
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|
Method Performed
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no data
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|
Mass of container filled with water 1
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
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2531 grams
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Mass of container filled with the sample and water for Sample 1
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8956.6 grams
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Temperature of Water
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77 °F
|
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Specific Gravity for Sample 1
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2.41
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Theoretical maximum density at 25°C (77°F)
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150 lb/ft^3
|
DIME Test ID: 2025-02-18-22-3
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: 02/26/2025
Date Tested: 02/18/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 4.0% Tested 5.0%
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.292
|
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Bulk Specific Gravity 2
|
2.281
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Bulk Specific Gravity 3
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2.296
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Average Bulk Specific Gravity
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2.29
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DIME Test ID: 2025-02-18-22-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/26/2025
Date Tested: 02/18/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 4.0% Tested 5.0%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.9 %
|
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Percent Air Voids 2
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5.4 %
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Percent Air Voids 3
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4.7 %
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Average Percent Air Voids
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5 %
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