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Sample Record for 2023-07-19-3

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

Project Information

Project ID: 994399 DEA: 09378704 EFIS: 0919000001 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-55.5/58.2
Work Description: PARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location Description: MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-19-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 07/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2023
The quantity of what the sample constitutes: 1 bag of soil
A brief description of the sample: 3/4" Class II AB
From where was the sample collected: Job Site
Laboratory sample identification: AB-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Station 128535 129500
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-07-19-3-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/19/2023
Date Tested: 07/19/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: AB-1
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.15
Highest adjust wet density 2.3
Relative compaction 93
% Moisture 18.0 %
Optimum Moisture 20.0 %