Sample Record for 2026-03-04-18
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya
Sample Information
DIME Sample ID: 2026-03-04-18
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: 03/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/04/2026
The quantity of what the sample constitutes: 40 lbs 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: Collected at jobsite
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 Holes
Where the material sample would have been placed if not sampled:
Test Results
Test 1 of 2
DIME Test ID: 2026-03-04-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/04/2026
Date Tested: 03/04/2026
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Standard Count Density
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1870 g/cc
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Count or Density 1
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1196 g/cc
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Count or Density 2
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1186 g/cc
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Count or Density 3
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1213 g/cc
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Standard Count Moisture
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602 g/cc
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Moisture Count 1
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111 g/cc
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Moisture Count 2
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132 g/cc
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Moisture Count 3
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136 g/cc
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Sum of Count or Density
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3595 g/cc
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Average of Count or Density
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1198 g/cc
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Sum of Moisture Count
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379 g/cc
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Average of Moisture Count
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126 g/cc
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Count Ratio Density
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0.64
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Count Ratio Moisture
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0.21
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Calculated Percent Relative Compaction
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98.3 %
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Reported Percent Relative Compaction
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98 %
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Test 2 of 2
DIME Test ID: 2026-03-04-18-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/04/2026
Date Tested: 03/04/2026
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:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Is oversize material
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No
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In-place wet density
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2.26
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Highest adjust wet density
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2.3
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Relative compaction
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98
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% Moisture
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no data
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Optimum Moisture
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no data
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