Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001575 DEA: 061H9604 EFIS: 0625000104
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,119-VAR
Work Description: COLD PLANE AC PAVEMENT AND PLACING RHMA TYPE G.
Location Description: KERN COUNTY AT VARIOUS LOCATIONS
Contractor Name: Griffith Company (Edward Torres)
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Alejandro Ruezga Structure Rep.: Unknown
DIME Sample ID: 2026-04-15-22
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: 04/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2026
The quantity of what the sample constitutes: L3SL26- 12 box RHMA, 2bags of cold feed,
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 3
Sublot number: 26
HMA Mix Number:
Binder content (%): 7.5
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: LIme 0.8%
DIME Test ID: 2026-04-15-22-1
Test Method: AASHTO T308-25: 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: 04/16/2026
Date Tested: 04/16/2026
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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4321.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5905.8 g
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Corrected Asphalt Binder Content
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7.77 %
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Mass of HMA Sample prior to ignition
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1584.7 g
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Mass Loss
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127.2 g
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Mass of aggregate remaining after ignition
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1457.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.26 %
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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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