Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993482 DEA: 060V2804 EFIS: 0616000124
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-L0.9/L1.1
Work Description: PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location Description: KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Jose Quiroz Structure Rep.: Unknown
DIME Sample ID: 2023-02-17-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 02/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/17/2023
The quantity of what the sample constitutes: 30 lBS
A brief description of the sample: Native Soil- sitty FM sand mod. clay and gravel
From where was the sample collected: Job Site
Laboratory sample identification: 30
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DS#2 Sta 10+00
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: Test holes at jobsite
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-02-17-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/17/2023
Date Tested: 02/17/2023
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: DS#2 Sta 10+00 Elevation 1.7 BFG width 5 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1957 g/cc
|
|
Count or Density 1
|
946 g/cc
|
|
Count or Density 2
|
1096 g/cc
|
|
Count or Density 3
|
1074 g/cc
|
|
Standard Count Moisture
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627 g/cc
|
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Moisture Count 1
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154 g/cc
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Moisture Count 2
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133 g/cc
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Moisture Count 3
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124 g/cc
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Sum of Count or Density
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3116.00 g/cc
|
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Average of Count or Density
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1039.00 g/cc
|
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Sum of Moisture Count
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411.00 g/cc
|
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Average of Moisture Count
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137.00 g/cc
|
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Count Ratio Density
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0.53
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Count Ratio Moisture
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0.22
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Calculated Percent Relative Compaction
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98.2 %
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Reported Percent Relative Compaction
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98 %
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