Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-223-1.8/10.4
Work Description: FULL DEPTH RECYCLE AND V-DITCHES.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION
Contractor Name: Granite Construction Co. (Miguel Duran)
Contractor Address: 3005 JAMES ROAD, BAKERSFIELD CA 93308
Resident Engineer: Samuel Garcia Structure Rep.: None None
DIME Sample ID: 2026-08-04-9
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: 08/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2026
The quantity of what the sample constitutes: L2SL20
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: Granite Solari
DIME Test ID: 2026-08-04-9-1
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: 08/04/2026
Date Tested: 08/04/2026
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: does not comply
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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4326.6 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5870.6 g
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Corrected Asphalt Binder Content
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7 %
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Mass of HMA Sample prior to ignition
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1544 g
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Mass Loss
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108.1 g
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Mass of aggregate remaining after ignition
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1435.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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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: 2026-08-04-9-2
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: 08/05/2026
Date Tested: 08/05/2026
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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Bulk Specific Gravity
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2.301
|
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Bulk Specific Gravity 2
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2.302
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Bulk Specific Gravity 3
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2.328
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Average Bulk Specific Gravity
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2.31
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