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Sample Record for 2022-11-30-832

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Project Information

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

Sample Information

DIME Sample ID: 2022-11-30-832
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: 11/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2022
The quantity of what the sample constitutes: 384SQF
A brief description of the sample: CTM231 TEST 01
From where was the sample collected: Job Site
Laboratory sample identification: 11302022 TEST 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: re sadique hossain

Material Information

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:

Test Results

Test 1 of 2

DIME Test ID: 2022-11-30-832-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/09/2022
Date Tested: 11/30/2022
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:
Standard Count Density 1933 g/cc
Count or Density 1 1772 g/cc
Count or Density 2 1459 g/cc
Count or Density 3 1049 g/cc
Count or Density 4 1347 g/cc
Count or Density 5 1184 g/cc
Standard Count Moisture 665 g/cc
Moisture Count 1 94 g/cc
Moisture Count 2 108 g/cc
Moisture Count 3 155 g/cc
Moisture Count 4 134 g/cc
Moisture Count 5 95 g/cc
Sum of Count or Density 6811 g/cc
Average of Count or Density 1362 g/cc
Sum of Moisture Count 586 g/cc
Average of Moisture Count 117 g/cc
Count Ratio Density 0.7
Count Ratio Moisture 0.18
Calculated Percent Relative Compaction 94.9 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2022-11-30-832-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/09/2022
Date Tested: 11/30/2022
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:
Is oversize material No
In-place wet density 2.04
Highest adjust wet density 2.15
Relative compaction 95
% Moisture no data
Optimum Moisture 1 %