Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994084 DEA: 060U8804 EFIS: 0616000074
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-26.3/27.6
Work Description: CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location Description: ON STATE ROUTE 99
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Alberto Lopez Structure Rep.: Vicente Sanchez
DIME Sample ID: 2024-12-11-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/11/2024
The quantity of what the sample constitutes: 10 Boxes 2 Bags 2 Cans
A brief description of the sample: HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta - Visalia
DIME Test ID: 2024-12-11-6-1
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: 12/11/2024
Date Tested: 12/11/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
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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Fahrenheit
|
|
Test procedure used?
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Method A
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|
Mass of HMA Sample prior to ignition
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2037.4 g
|
|
Corrected Asphalt Binder Content
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4.92 %
|
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Mass Loss
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115.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.6 %
|
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Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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1000 F
|
DIME Test ID: 2024-12-11-6-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/11/2024
Date Tested: 12/11/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
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1
|
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
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
|
7318.7 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2517.3 grams
|
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Mass of container filled with the sample and water for Sample 1
|
8895.7 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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2.677
|
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Theoretical maximum density at 25°C (77°F)
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2669.2 kg/m^3
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DIME Test ID: 2024-12-11-6-3
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: 12/12/2024
Date Tested: 12/12/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.583
|
|
Bulk Specific Gravity 2
|
2.558
|
|
Bulk Specific Gravity 3
|
2.548
|
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Average Bulk Specific Gravity
|
2.563
|
