Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000913 DEA: 061G7804 EFIS: 0624000164
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-54.2/62.5
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA (TYPE A) AND RHMA (OGFC).
Location Description: KERN COUNTY FROM 2.0 MILES NORTH OF ROUTE 5/58 SEPARATION TO 4.5 MILES NORTH OF ROWLEE ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Alejandro "Alex" Ruezga Structure Rep.: Unknown
DIME Sample ID: 2025-07-30-15
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: 07/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2025
The quantity of what the sample constitutes: L2SL12
A brief description of the sample: 1/2" RHMA-O
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 12
HMA Mix Number:
Binder content (%): 8.0
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: San Juaquin Refinery
RAP content (%): 0
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2025-07-30-15-1
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: 07/31/2025
Date Tested: 07/31/2025
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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4242.7 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5827.2 g
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Mass of HMA Sample prior to ignition
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1584.5 g
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Corrected Asphalt Binder Content
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8.01 %
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Mass Loss
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128 g
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Mass of aggregate remaining after ignition
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1456.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.07 %
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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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