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Sample Record for 2024-11-15-11

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Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2024-11-15-11
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: 11/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2024
The quantity of what the sample constitutes: CTM 231 Sample Site
A brief description of the sample: CL2AB
From where was the sample collected: Job Site
Laboratory sample identification: 660
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Fresno

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: CTM 231 Sample Site
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: 2024-11-15-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/18/2024
Date Tested: 11/15/2024
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 2901 g/cc
Average of Count or Density 967 g/cc
Sum of Moisture Count 374 g/cc
Average of Moisture Count 125 g/cc
Count Ratio Density 0.58
Count Ratio Moisture 0.2
Calculated Percent Relative Compaction 96.3 %
Reported Percent Relative Compaction 96 %