Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995239 DEA: 060W9104 EFIS: 0618000011
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-27.6/30.6
Work Description: HMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M).
Location Description: TULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Amir Zamanian Structure Rep.: Albert Heredia
DIME Sample ID: 2025-05-15-16
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: 05/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2025
The quantity of what the sample constitutes: 10 Boxes
A brief description of the sample: HMA Type A
From where was the sample collected: Source
Laboratory sample identification: L1SL25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MMV - Visalia
DIME Test ID: 2025-05-15-16-1
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: 05/16/2025
Date Tested: 05/16/2025
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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Celsius
|
|
Test procedure used?
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Method A
|
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Mass of HMA Sample prior to ignition
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2046.8 g
|
|
Corrected Asphalt Binder Content
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4.86 %
|
|
Mass Loss
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107.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.25 %
|
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Moisture Content
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no data0 %
|
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Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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538 C
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DIME Test ID: 2025-05-15-16-2
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: 05/16/2025
Date Tested: 05/16/2025
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:
|
Number of Samples
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1
|
|
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
|
|
Mass of container filled with water 1
|
7318.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2539.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8910.9 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.681
|
|
Theoretical maximum density at 25°C (77°F)
|
2673 kg/m^3
|
DIME Test ID: 2025-05-15-16-3
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: 05/19/2025
Date Tested: 05/16/2025
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
|
2.538
|
|
Bulk Specific Gravity 2
|
2.524
|
|
Bulk Specific Gravity 3
|
2.521
|
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Average Bulk Specific Gravity
|
2.528
|
