Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-37.4-52.6
Work Description: I-5 NCC SEGMENT 4C
Location Description: I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
Contractor Name: Flatiron-Skanska-Stacy and Witbeck Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Yong Pak Structure Rep.: Phong Le
DIME Sample ID: 2024-12-04-66
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: 12/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 0611-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC
DIME Test ID: 2024-12-04-66-1
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: 01/17/2025
Date Tested: 01/14/2025
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 = 5.20 % Tested 5.27 %
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
|
Celsius
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|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
3929.3 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5476.2 g
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Mass of HMA Sample prior to ignition
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1546.9 g
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Corrected Asphalt Binder Content
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5.27 %
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Mass Loss
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93.7 g
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Mass of aggregate remaining after ignition
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1453.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.79 %
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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: 2024-12-04-66-2
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: 12/23/2024
Date Tested: 12/23/2024
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 2.478 Tested 2.462
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
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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1561.2 grams
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Mass of container filled with the sample and water for Sample 1
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8402.6 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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2.462
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Theoretical maximum density at 25°C (77°F)
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153.2 lb/ft^3
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DIME Test ID: 2024-12-04-66-3
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: 01/17/2025
Date Tested: 01/14/2025
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: RAP Gradation -Completed
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
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|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
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4013.6 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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5696.7 g
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Mass of HMA Sample prior to ignition
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1683.1 g
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Corrected Asphalt Binder Content
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7.08 %
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Mass Loss
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119.1 g
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Mass of aggregate remaining after ignition
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1564 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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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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