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Sample Record for 2025-05-06-57

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

Project Information

Project ID: 1001037 DEA: 043X0804 EFIS: 0425000188 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-7.21
Work Description:
Location Description:
Contractor Name: Ghilotti Construction Company Inc
Contractor Address: 246 Ghilotti Ave,, Santa rosa, CA 95407
Resident Engineer: Harley Paulo Structure Rep.: Nick Abuhamdieh

Sample Information

DIME Sample ID: 2025-05-06-57
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 05/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2025
The quantity of what the sample constitutes: 111 SQ/YD
A brief description of the sample: SBFL
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: STA100+00-101+00

Material Information

The fabricator's/manufacturer's product name for the sample: ROBLAR ROCK QUARRY
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: STA100+0-101+0
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: 2025-05-06-57-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/16/2025
Date Tested: 05/06/2025
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.44
Highest adjust wet density 2.46
Relative compaction 99
% Moisture 7 %
Optimum Moisture 9 %