Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete
DIME Sample ID: 2023-11-08-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 11/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2023
The quantity of what the sample constitutes: 7260SQF
A brief description of the sample: SOIL
From where was the sample collected: Job Site
Laboratory sample identification: 11082023TEST 02
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION
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: AT THE JOBSITE
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-11-08-55-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/13/2023
Date Tested: 11/08/2023
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1824 g/cc
|
|
Count or Density 1
|
920 g/cc
|
|
Count or Density 2
|
1010 g/cc
|
|
Count or Density 3
|
952 g/cc
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|
Standard Count Moisture
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582 g/cc
|
|
Moisture Count 1
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83 g/cc
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Moisture Count 2
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92 g/cc
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Moisture Count 3
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86 g/cc
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Sum of Count or Density
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2882 g/cc
|
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Average of Count or Density
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961 g/cc
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Sum of Moisture Count
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261 g/cc
|
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Average of Moisture Count
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87 g/cc
|
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Count Ratio Density
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0.53
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Count Ratio Moisture
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0.15
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Calculated Percent Relative Compaction
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98.2 %
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Reported Percent Relative Compaction
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98 %
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