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Sample Record for 2026-07-07-35

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

Project Information

Project ID: 210094 DEA: 040G3604 EFIS: 0400000326 COOP: 042553A1,042981 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880,880-31.0/32.4
Work Description: I-880 BROADWAY/ JACKSON INTERCHANGE: Modify Ramps, Hma Pvmt, Bridges, Drainage, Signals, Sw And Bikeway
Location Description: IN ALA COUNTY
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Ct. Bbld. B, Suit 400, Concord CA, 94520
Resident Engineer: cecilia Zamora Structure Rep.: Kristen Wu

Sample Information

DIME Sample ID: 2026-07-07-35
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: Soil
Sample Taken Date: 07/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2026
The quantity of what the sample constitutes: 503 SQ YDS
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native

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: Parking Lot 4th st,.Near Webster Tube
Where the material sample would have been placed if not sampled:

Test Results

Test

DIME Test ID: 2026-07-07-35-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/08/2026
Date Tested: 07/07/2026
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:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.99
Highest adjust wet density 2.11
Relative compaction 94
% Moisture 7 %
Optimum Moisture 12 %