Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994078 DEA: 060X7604 EFIS: 0618000129
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-0.2/0.6
Work Description: INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY.
Location Description: KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET
Contractor Name: Granite Construction
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2023-04-14-8
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: 04/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 7
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: EB Hwy 119 sta 20+44 to 21+41
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: 2023-04-14-8-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/14/2023
Date Tested: 04/14/2023
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: Sidewalk Sta 20+44 to 21+41 B line elevation .83' BFG width : 6'-9' probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1946 g/cc
|
|
Count or Density 1
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1225 g/cc
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|
Count or Density 2
|
1058 g/cc
|
|
Count or Density 3
|
1352 g/cc
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|
Standard Count Moisture
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627 g/cc
|
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Moisture Count 1
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120 g/cc
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Moisture Count 2
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134 g/cc
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Moisture Count 3
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102 g/cc
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Sum of Count or Density
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3635 g/cc
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Average of Count or Density
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1212 g/cc
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Sum of Moisture Count
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356 g/cc
|
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Average of Moisture Count
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119 g/cc
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Count Ratio Density
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0.62
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Count Ratio Moisture
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0.19
|
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Calculated Percent Relative Compaction
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98.1 %
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Reported Percent Relative Compaction
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98 %
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