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Sample Record for 2023-11-03-44

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Project Information

Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-0.0/29.9
Work Description: CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location Description: PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-11-03-44
TL Number from the TL Form: 867327
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2023
The quantity of what the sample constitutes: Up to 750 tons (250 tons per core)
A brief description of the sample: 3 HMA Cores
From where was the sample collected: Job Site
Laboratory sample identification: D79383
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Q&D Construction - Mustang Hot Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 5
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-11-03-44-1
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: 11/21/2023
Date Tested: 11/20/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Some specimens appeared to be damaged during the coring operation. All cores were cut to approximately 0.25′; Gmba=2.340, Ha≈0.21′ (core was damaged with sloped surface, 0.18 to 0.26′); Gmbb=2.369, Hb≈0.24′ (core was damaged with sloped surface, 0.23 to 0.26′); Gmbc=2.302, Hc=0.25′
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.340
Bulk Specific Gravity 2 2.369
Bulk Specific Gravity 3 2.302
Average Bulk Specific Gravity 2.337