Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000901 DEA: 061G8004 EFIS: 0624000167
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-R29.4/33.1
Work Description: COLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
DIME Sample ID: 2025-09-04-32
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: 09/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2025
The quantity of what the sample constitutes: L2SL10
A brief description of the sample: 1/2" RHMA- type O
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
HMA Type: OGFC
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 10
HMA Mix Number:
Binder content (%): 7.9
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: San Juaquin Refinery
RAP content (%): 0
WMA Additives:
Antistrip type: .8% Lime
DIME Test ID: 2025-09-04-32-1
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: 09/05/2025
Date Tested: 09/05/2025
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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4314.4 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5965.9 g
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Mass of HMA Sample prior to ignition
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1651.5 g
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Corrected Asphalt Binder Content
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8.43 %
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Mass Loss
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143.4 g
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Mass of aggregate remaining after ignition
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1508.1 g
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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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no data0 %
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Test Temperature
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538 F
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