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Sample Record for 2026-03-20-9

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

Project Information

Project ID: 1001910 DEA: 044X5304 EFIS: 0426000087 COOP: NONE QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-23.54/23.54
Work Description: REMOVE AND EXISTING CULVERT AND REPLACE WITH CAST IN PLACE BOX CULVERT AND REPAIR ROADWAY REPLACE CULVERT AND REPAIR ROADWAY
Location Description: IN NAPA CO. HWY 29 PM 23.54
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Nestor A 'Angelo' Perez Jr

Sample Information

DIME Sample ID: 2026-03-20-9
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: 03/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2026
The quantity of what the sample constitutes: 80 sq yds
A brief description of the sample: AB2
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Napa

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

Test Results

Test

DIME Test ID: 2026-03-20-9-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/20/2026
Date Tested: 03/20/2026
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 2.28
Relative compaction 97
% Moisture 11.1 %
Optimum Moisture 12 %