Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER, -46-26.1/30.2
Work Description: CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location Description: KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: JAKE GARCIA Structure Rep.: Unknown
DIME Sample ID: 2023-09-27-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 09/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2023
The quantity of what the sample constitutes: up to 1000 sq yd
A brief description of the sample: Clay, silt sand mixture, BRN reddish
From where was the sample collected: Job Site
Laboratory sample identification: 04
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rte 46
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: 2023-09-27-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/28/2023
Date Tested: 09/27/2023
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: BRWN line sta 23+80 to 27+00 Roadway Elevation: FSG width: 32ft probe: 5" 95% required
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1905 g/cc
|
|
Count or Density 1
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1751 g/cc
|
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Count or Density 2
|
1874 g/cc
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|
Count or Density 3
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1803 g/cc
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|
Count or Density 4
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1785 g/cc
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|
Count or Density 5
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1740 g/cc
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Standard Count Moisture
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624 g/cc
|
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Moisture Count 1
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167 g/cc
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Moisture Count 2
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156 g/cc
|
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Moisture Count 3
|
161 g/cc
|
|
Moisture Count 4
|
169 g/cc
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Moisture Count 5
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160 g/cc
|
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Sum of Count or Density
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8953.00 g/cc
|
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Average of Count or Density
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1791.00 g/cc
|
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Sum of Moisture Count
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813.00 g/cc
|
|
Average of Moisture Count
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163.00 g/cc
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Count Ratio Density
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0.94
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Count Ratio Moisture
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0.26
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Calculated Percent Relative Compaction
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95.4 %
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Reported Percent Relative Compaction
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95 %
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