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Sample Record for 2023-10-28-4

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

Project Information

Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER, -46-26.1/30.2
Work Description: CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location Description: KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: JAKE GARCIA Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-28-4
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: 10/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2023
The quantity of what the sample constitutes: L1SL2- PSE sample per CTM 125
A brief description of the sample: 3/4 Type A HMA
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-10-28-4-1
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: 10/31/2023
Date Tested: 10/31/2023
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: 2A= 94.9%, 2B= 93.7%, 2C= 94.1
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.400
Bulk Specific Gravity 2 2.370
Bulk Specific Gravity 3 2.380
Average Bulk Specific Gravity 2.383