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Sample Record for 2025-12-03-12

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Project Information

Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-17.5
Work Description: MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A).
Location Description: KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: James Burford Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2025-12-03-12
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 12/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/03/2025
The quantity of what the sample constitutes: Native material
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native

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 test location
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: 2025-12-03-12-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/03/2025
Date Tested: 12/03/2025
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1584 g/cc
Count or Density 1 2.12 g/cc
Count or Density 2 2.1 g/cc
Count or Density 3 2.13 g/cc
Standard Count Moisture 649 g/cc
Moisture Count 1 0.26 g/cc
Moisture Count 2 0.27 g/cc
Moisture Count 3 0.24 g/cc
Sum of Count or Density 6.35 g/cc
Average of Count or Density 2.12 g/cc
Sum of Moisture Count 0.77 g/cc
Average of Moisture Count 0.26 g/cc
Calculated Percent Relative Compaction 93.3 %
Reported Percent Relative Compaction 93 %