Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-10.2/16.0
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED).
Location Description: KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION
Contractor Name: Security Paving Company, Inc. (TJ Mattivi)
Contractor Address: Unknown
Resident Engineer: Robert Decker Structure Rep.: Albert Heredia
DIME Sample ID: 2025-05-19-32
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: 05/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2025
The quantity of what the sample constitutes: 35 lbs native soil
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: SCPI
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:
DIME Test ID: 2025-05-19-32-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/20/2025
Date Tested: 05/20/2025
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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1839 g/cc
|
|
Count or Density 1
|
827 g/cc
|
|
Count or Density 2
|
1059 g/cc
|
|
Count or Density 3
|
1032 g/cc
|
|
Standard Count Moisture
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624 g/cc
|
|
Moisture Count 1
|
79 g/cc
|
|
Moisture Count 2
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68 g/cc
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Moisture Count 3
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77 g/cc
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Sum of Count or Density
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2918 g/cc
|
|
Average of Count or Density
|
973 g/cc
|
|
Sum of Moisture Count
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224 g/cc
|
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Average of Moisture Count
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75 g/cc
|
|
Count Ratio Density
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0.53
|
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Count Ratio Moisture
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0.12
|
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Calculated Percent Relative Compaction
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94.7 %
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Reported Percent Relative Compaction
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95 %
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