Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994843 DEA: 061E5904 EFIS: 0622000065
QA Service Level: 1
DIST-CO-RTE-PM: 06---
Work Description:
Location Description:
Contractor Name: AMERICAN PAVEMENT SYSTEMS , Inc.
Contractor Address: 1012 11th Street, Modesto, CA 95354
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2023-10-17-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2023
The quantity of what the sample constitutes: 750 Tons L1SL3
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
DIME Test ID: 2023-10-17-17-1
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: 10/18/2023
Date Tested: 10/18/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L1SL3
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
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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
|
|
Mass of container filled with water 1
|
7328.4 grams
|
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Mass of oven-dry sample in air for Sample 1
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2562.7 grams
|
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Mass of container filled with the sample and water for Sample 1
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8894.5 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
|
2.571
|
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Theoretical maximum density at 25°C (77°F)
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2564 kg/m^3
|
DIME Test ID: 2023-10-17-17-2
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: 10/18/2023
Date Tested: 10/17/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: L1SL3
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
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Mass of the specimen basket assembly
|
4344.0 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6401.1 g
|
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Mass of HMA Sample prior to ignition
|
2057.1 g
|
|
Corrected Asphalt Binder Content
|
5.03 %
|
|
Mass Loss
|
112.5 g
|
|
Mass of aggregate remaining after ignition
|
1944.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.44 %
|
|
Moisture Content
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0.00 %
|
|
Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-10-17-17-3
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: 10/19/2023
Date Tested: 10/18/2023
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: 3A= 95.4%, 3B=96.1%
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.453
|
|
Bulk Specific Gravity 2
|
2.471
|
|
Average Bulk Specific Gravity
|
2.462
|
