Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-11-03-45
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
DIME Test ID: 2023-11-03-45-1
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: All cores were cut to approximately 0.25′;
Gmba=2.383, Ha=0.23′;
Gmbb=2.362, Hb=0.26′;
Gmbc=2.316, Hc=0.25′
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.383
|
Bulk Specific Gravity 2
|
2.362
|
Bulk Specific Gravity 3
|
2.316
|
Average Bulk Specific Gravity
|
2.354
|