Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995242 DEA: 060Y1304 EFIS: 0619000010
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-33-40.4/59.3
Work Description: COLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS.
Location Description: KERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 5127,, Bakersfield, CA 93388-5127
Resident Engineer: Jake Garcia Structure Rep.: Albert Heredia
DIME Sample ID: 2025-10-09-13
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: 10/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2025
The quantity of what the sample constitutes: Class 2 AB
A brief description of the sample: Class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: DS#16
The fabricator/manufacturer/facility name: Granite
The fabricator's/manufacturer's product name for the sample: James rd
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:
DIME Test ID: 2025-10-09-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/10/2025
Date Tested: 10/10/2025
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:
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Standard Count Density
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1836 g/cc
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Count or Density 1
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2.21 g/cc
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Count or Density 2
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2.19 g/cc
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Count or Density 3
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2.23 g/cc
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Count or Density 4
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2.18 g/cc
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Count or Density 5
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2.19 g/cc
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Standard Count Moisture
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620 g/cc
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Moisture Count 1
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0.24 g/cc
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Moisture Count 2
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0.23 g/cc
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Moisture Count 3
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0.21 g/cc
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Moisture Count 4
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0.21 g/cc
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Moisture Count 5
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0.2 g/cc
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Sum of Count or Density
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11 g/cc
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Average of Count or Density
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2.2 g/cc
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Sum of Moisture Count
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1.09 g/cc
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Average of Moisture Count
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0.22 g/cc
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Calculated Percent Relative Compaction
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96.9 %
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Reported Percent Relative Compaction
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97 %
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