Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994078 DEA: 060X7604 EFIS: 0618000129
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-0.2/0.6
Work Description: INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY.
Location Description: KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET
Contractor Name: Granite Construction
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2023-04-18-29
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2023
The quantity of what the sample constitutes: 30 boxes HMA type A, 4 bags of aggregate
A brief description of the sample: 3/4" HMA Type A
From where was the sample collected: Source
Laboratory sample identification: L1SL1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
DIME Test ID: 2023-04-18-29-1
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: 04/19/2023
Date Tested: 04/19/2023
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: L1SL1 core 1A= 95.9%, 1B = 95.0%, 1C= 93.8%
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.394
|
|
Bulk Specific Gravity 2
|
2.368
|
|
Bulk Specific Gravity 3
|
2.337
|
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Average Bulk Specific Gravity
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2.366
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