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Sample Record for 2023-07-19-15

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-10.4/21.2
Work Description: CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: James Burford Structure Rep.: Ulysis Baal

Sample Information

DIME Sample ID: 2023-07-19-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2023
The quantity of what the sample constitutes: L1SL100 (750 tons) 10 boxes HMA
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 100
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-07-19-15-1
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: 07/21/2023
Date Tested: 07/21/2023
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: L1SL100 100A =94.6%, 100B = 94.2, 100C = 94.1
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.453
Bulk Specific Gravity 2 2.443
Bulk Specific Gravity 3 2.439
Average Bulk Specific Gravity 2.445