Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995240 DEA: 060X3804 EFIS: 0618000060
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-0.0/10.2
Work Description: COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location Description: KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Joy Denny Structure Rep.: Travis Landis
DIME Sample ID: 2024-09-27-5
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: 09/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2024
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
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: 2024-09-27-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/27/2024
Date Tested: 09/27/2024
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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1853 g/cc
|
|
Count or Density 1
|
928 g/cc
|
|
Count or Density 2
|
809 g/cc
|
|
Count or Density 3
|
873 g/cc
|
|
Standard Count Moisture
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625 g/cc
|
|
Moisture Count 1
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124 g/cc
|
|
Moisture Count 2
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143 g/cc
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Moisture Count 3
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177 g/cc
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Sum of Count or Density
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2610 g/cc
|
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Average of Count or Density
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870 g/cc
|
|
Sum of Moisture Count
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444 g/cc
|
|
Average of Moisture Count
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148 g/cc
|
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Count Ratio Density
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0.47
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Count Ratio Moisture
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0.24
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Calculated Percent Relative Compaction
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94.2 %
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Reported Percent Relative Compaction
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94 %
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