Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214549 DEA: 081H2904 EFIS: 0817000006
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-173-18.7
Work Description: STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location Description: SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
Contractor Name: Stronghold Engineering, Inc.
Contractor Address: 150 W. Walnut Ave, Perris, CA 92571
Resident Engineer: Elvira Lenart Structure Rep.: Ravinder Singh
DIME Sample ID: 2024-01-30-21
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: 01/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2024
The quantity of what the sample constitutes: 50 lb
A brief description of the sample: Native Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
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 JOB SITE
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-01-30-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/31/2024
Date Tested: 01/30/2024
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:
|
Sum of Count or Density
|
2721.00 g/cc
|
|
Average of Count or Density
|
907.00 g/cc
|
|
Sum of Moisture Count
|
356.00 g/cc
|
|
Average of Moisture Count
|
119.00 g/cc
|
|
Calculated Percent Relative Compaction
|
94.6 %
|
|
Reported Percent Relative Compaction
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95 %
|
DIME Test ID: 2024-01-30-21-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/31/2024
Date Tested: 01/30/2024
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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Is oversize material
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No
|
|
In-place wet density
|
2.12
|
|
Highest adjust wet density
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2.24
|
|
Relative compaction
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95
|
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% Moisture
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no data
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|
Optimum Moisture
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no data
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