Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993482 DEA: 060V2804 EFIS: 0616000124
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-L0.9/L1.1
Work Description: PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location Description: KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Jose Quiroz Structure Rep.: Unknown
DIME Sample ID: 2023-05-09-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2023
The quantity of what the sample constitutes: lot 1 SL 2 750 ton
A brief description of the sample: 3/4" HMA Type A with 15% RAP
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: 2023-05-09-25-1
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: 05/10/2023
Date Tested: 05/10/2023
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: L1SL2
Test Result Compliance:
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?
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SI 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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7328.4 grams
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Mass of oven-dry sample in air for Sample 1
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2512.1 grams
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Mass of container filled with the sample and water for Sample 1
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8871.4 grams
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Temperature of Water
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no data0 °F
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Specific Gravity for Sample 1
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2.592
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Theoretical maximum density at 25°C (77°F)
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2584.5 kg/m^3
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DIME Test ID: 2023-05-09-25-2
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: 05/10/2023
Date Tested: 05/10/2023
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: L1SL2
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4190.9 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6255.1 g
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Mass of HMA Sample prior to ignition
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2064.2 g
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Corrected Asphalt Binder Content
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4.68 %
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Mass Loss
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105.5 g
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Mass of aggregate remaining after ignition
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1958.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.43 %
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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 F
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DIME Test ID: 2023-05-09-25-3
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: 05/10/2023
Date Tested: 05/10/2023
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: L1SL2 2A= 93.0%. 2B= 92.9, 3B=92.9
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.366
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Bulk Specific Gravity 2
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2.363
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Bulk Specific Gravity 3
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2.369
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Average Bulk Specific Gravity
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2.366
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