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: 2023-04-18-28
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: 04/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 10
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: EB Hwy 119 sta 43+82 to 44+30
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: 2023-04-18-28-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/19/2023
Date Tested: 04/18/2023
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: Hwy 119 Median Sta 43+82 to 44+30 elevation: .65' BFG width: 9 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1941 g/cc
|
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Count or Density 1
|
816 g/cc
|
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Count or Density 2
|
817 g/cc
|
|
Count or Density 3
|
863 g/cc
|
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Standard Count Moisture
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625 g/cc
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|
Moisture Count 1
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93 g/cc
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Moisture Count 2
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103 g/cc
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Moisture Count 3
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99 g/cc
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Sum of Count or Density
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2496 g/cc
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Average of Count or Density
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832 g/cc
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|
Sum of Moisture Count
|
295 g/cc
|
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Average of Moisture Count
|
98 g/cc
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Count Ratio Density
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0.43
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Count Ratio Moisture
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0.16
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Calculated Percent Relative Compaction
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95.8 %
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Reported Percent Relative Compaction
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96 %
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