Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995240 DEA: 060X3804 EFIS: 0618000060
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-0.0/10.2
Work Description: COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location Description: KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Joy Denny Structure Rep.: Travis Landis
DIME Sample ID: 2024-06-28-36
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 10 boxes HMA type A , 4 bags of aggregate
A brief description of the sample: 3/4 HMA
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: 2024-06-28-36-1
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: 06/28/2024
Date Tested: 06/28/2024
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:
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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7326.7 grams
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Mass of oven-dry sample in air for Sample 1
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2553.4 grams
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Mass of container filled with the sample and water for Sample 1
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8889.8 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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2.578
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Theoretical maximum density at 25°C (77°F)
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2571 kg/m^3
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DIME Test ID: 2024-06-28-36-2
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: 06/28/2024
Date Tested: 06/28/2024
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:
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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3939.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6009.5 g
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Mass of HMA Sample prior to ignition
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2069.7 g
|
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Corrected Asphalt Binder Content
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4.91 %
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Mass Loss
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110.7 g
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Mass of aggregate remaining after ignition
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1959 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.44 %
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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: 2024-06-28-36-3
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: 06/30/2024
Date Tested: 06/30/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.36
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Bulk Specific Gravity 2
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2.455
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Bulk Specific Gravity 3
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2.439
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Average Bulk Specific Gravity
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2.418
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