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Sample Record for 2025-04-10-38

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Project Information

Project ID: 1000264 DEA: 060W90U4 EFIS: 0623000128 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-198,216-R11.6/R11.9,R0.0/2.7
Work Description: HMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS.
Location Description: TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING
Contractor Name: Teichert Construction (James Dunnington)
Contractor Address: 5771 Toyota Avenue, Fresno, CA 93725
Resident Engineer: Chris Wilfong Structure Rep.: Martin Garcia

Sample Information

DIME Sample ID: 2025-04-10-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 04/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2025
The quantity of what the sample constitutes: Existing Soil
A brief description of the sample: Silty Sand
From where was the sample collected: Job Site
Laboratory sample identification: 36
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Existing

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: CT 231 Test Location
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2025-04-10-38-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/01/2025
Date Tested: 04/10/2025
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 6.4 g/cc
Average of Count or Density 2.13 g/cc
Sum of Moisture Count 0.48 g/cc
Average of Moisture Count 0.16 g/cc
Calculated Percent Relative Compaction 95.1 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2025-04-10-38-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/01/2025
Date Tested: 04/10/2025
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.13
Highest adjust wet density 2.24
Relative compaction 95
% Moisture 8.1 %
Optimum Moisture no data