Print Report | Back to Sample Detail

Sample Record for 2026-03-23-25

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

Project Information

Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,CC,SOL-580,680,780-Var
Work Description: INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location Description: ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Eddie Dike Structure Rep.: John parecadan

Sample Information

DIME Sample ID: 2026-03-23-25
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: 03/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2026
The quantity of what the sample constitutes: 50 SQ YDs
A brief description of the sample: SBF
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PEI

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: RW 26 A -I680 near stone valley rd, danville
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: 2026-03-23-25-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/24/2026
Date Tested: 03/23/2026
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 2.2
Highest adjust wet density 2.26
Relative compaction 97
% Moisture 11.7 %
Optimum Moisture 12 %