Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215425 DEA: 06360244 EFIS: 0613000005
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2023-04-16-3
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: 04/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2023
The quantity of what the sample constitutes: 800 Tons
A brief description of the sample: 3/4" HMA-A no RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Porterville Rock and Recycle PAI
DIME Test ID: 2023-04-16-3-1
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: 05/04/2023
Date Tested: 04/17/2023
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:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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Mass of HMA Sample prior to ignition
|
2109.5 g
|
|
Corrected Asphalt Binder Content
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4.77 %
|
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Mass Loss
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110.7 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.34 %
|
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Moisture Content
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0.01 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2023-04-16-3-2
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: 05/04/2023
Date Tested: 04/17/2023
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
|
2.535
|
DIME Test ID: 2023-04-16-3-3
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: 05/04/2023
Date Tested: 04/26/2023
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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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
|
7317.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2521.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8903.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.695
|
|
Theoretical maximum density at 25°C (77°F)
|
2687.2 kg/m^3
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