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Sample Record for 2026-05-21-7

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

Project Information

Project ID: 994901 DEA: 112T3434 EFIS: 1120000081 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-5.1/8.3
Work Description: SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING
Contractor Name: WALSH CONSTRUCTION COMPANY II, LLC
Contractor Address: 1260 Corona Pointe Court #201
Resident Engineer: Tan Cao Structure Rep.: Daniela Lopez

Sample Information

DIME Sample ID: 2026-05-21-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 05/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2026
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: structure backfill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: RW352R
The fabricator/manufacturer/facility name: structure backfill

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: Jobsite
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-05-21-7-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/27/2026
Date Tested: 05/27/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 95.0 % Tested 98.0 %
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.09
Highest adjust wet density 2.13
Relative compaction 98
% Moisture no data
Optimum Moisture no data