Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994872 DEA: 060X1604 EFIS: 0618000183
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R64.4/67.3
Work Description: HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location Description: KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
DIME Sample ID: 2024-04-11-6
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: 04/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite native subgrade
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 Holes
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-04-11-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/11/2024
Date Tested: 04/11/2024
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: WB Hwy 58 sta 101+30 to 100+00 lane 1 and inside shoulder elevation: 1.1ft - 1.6ft BFG width: 19ft
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1881 g/cc
|
|
Count or Density 1
|
838 g/cc
|
|
Count or Density 2
|
868 g/cc
|
|
Count or Density 3
|
916 g/cc
|
|
Standard Count Moisture
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624 g/cc
|
|
Moisture Count 1
|
92 g/cc
|
|
Moisture Count 2
|
106 g/cc
|
|
Moisture Count 3
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144 g/cc
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Sum of Count or Density
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2622 g/cc
|
|
Average of Count or Density
|
874 g/cc
|
|
Sum of Moisture Count
|
342 g/cc
|
|
Average of Moisture Count
|
114 g/cc
|
|
Count Ratio Density
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0.46
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Count Ratio Moisture
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0.18
|
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Calculated Percent Relative Compaction
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97.3 %
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|
Reported Percent Relative Compaction
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97 %
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