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: 2024-02-15-9
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: 02/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/15/2024
The quantity of what the sample constitutes: 50 lb
A brief description of the sample: Structure Backfill
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: 2024-02-15-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/16/2024
Date Tested: 02/15/2024
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
|
3643 g/cc
|
|
Average of Count or Density
|
1214 g/cc
|
|
Sum of Moisture Count
|
352 g/cc
|
|
Average of Moisture Count
|
117 g/cc
|
|
Calculated Percent Relative Compaction
|
90.8 %
|
|
Reported Percent Relative Compaction
|
91 %
|
DIME Test ID: 2024-02-15-9-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/16/2024
Date Tested: 02/15/2024
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
|
No
|
|
In-place wet density
|
1.98
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
91
|
|
% Moisture
|
no data
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|
Optimum Moisture
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no data
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