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Sample Record for 2023-06-07-98

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

Project Information

Project ID: 994514 DEA: 043Y0504 EFIS: 0423000192 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12112113-var/var
Work Description: PAVEMENT REPAIR
Location Description:
Contractor Name: OC Jones
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-07-98
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2023
The quantity of what the sample constitutes: LOT 1 SUBLOT 6
A brief description of the sample: 3/4-INCH HMA Types A and B
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw Drier Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 6
HMA Mix Number: 1635V

Test Results

Test 1 of 1

DIME Test ID: 2023-06-07-98-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/11/2023
Date Tested: 06/09/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: LOT 1 SUBLOT 6 Granite Bradshaw Drier Drum Plant
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.577
Specific Gravity for Sample 2 2.577
Average Specific Gravity 2.577
Theoretical maximum density at 25°C (77°F) 2.6 kg/m^3

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-06-07-98-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)09/11/2023Not scheduledIGNACIO ARECHIGACT D04 - Concord Field Laboratory06/06/2023 HMA Production Startup Granite Bradshaw Drier Drum Plant
2023-06-07-98-2AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)09/11/2023Not scheduledIGNACIO ARECHIGACT D04 - Concord Field LaboratoryLOT 1 SUBLOT 7 Granite Bradshaw Drier Drum Plant