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

Sample Record for 2019-02-13-4


Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-02-13-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Sample Organization Contact: 7146885366
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 02/13/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: coarse aggregate
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-37-0044::BUCKMAN PIT
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Stockpile @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1-1/2 inch
The concrete mix design number:
Lot number: 10
Sublot number: 1

Test Results

Test Information 1 of 1

DIME Test ID: 2019-02-13-4-1
Test Method: AASHTO T100-15: Standard Method of Test for Specific Gravity of Soils (Specific Gravity)
Verified Date: 02/13/2019
Date Tested: 02/13/2019
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Specific gravity 1.000