Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994084 DEA: 060U8804 EFIS: 0616000074
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-26.3/27.6
Work Description: CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location Description: ON STATE ROUTE 99
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Javier Huerta Structure Rep.: Travis Landas
DIME Sample ID: 2024-01-17-26
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: 01/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/17/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Borrow
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPCI
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 location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-01-17-26-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/19/2024
Date Tested: 01/17/2024
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: CR-1 line sta 602+05 - 601+00elevation: 261.30ft width: 170ft
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1714 g/cc
|
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Count or Density 1
|
1199 g/cc
|
|
Count or Density 2
|
1011 g/cc
|
|
Count or Density 3
|
948 g/cc
|
|
Count or Density 4
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993 g/cc
|
|
Count or Density 5
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1031 g/cc
|
|
Standard Count Moisture
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634 g/cc
|
|
Moisture Count 1
|
158 g/cc
|
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Moisture Count 2
|
200 g/cc
|
|
Moisture Count 3
|
211 g/cc
|
|
Moisture Count 4
|
221 g/cc
|
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Moisture Count 5
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210 g/cc
|
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Sum of Count or Density
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5182.00 g/cc
|
|
Average of Count or Density
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1036.00 g/cc
|
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Sum of Moisture Count
|
1000.00 g/cc
|
|
Average of Moisture Count
|
200.00 g/cc
|
|
Count Ratio Density
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0.60
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Count Ratio Moisture
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0.32
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Calculated Percent Relative Compaction
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92.8 %
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Reported Percent Relative Compaction
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93 %
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