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Sample Record for 2022-11-30-837

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Project Information

Project ID: 214451 DEA: 07303704 EFIS: 0714000035 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.0/27.3
Work Description: REPLACE CONCRETE BARRIERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Kevin Bui Structure Rep.: Kwangsuk Suh

Sample Information

DIME Sample ID: 2022-11-30-837
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
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: 2225
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 22-3119
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: n/a

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: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-11-30-837-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/14/2022
Date Tested: 11/30/2022
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sum of Count or Density 46028.00 g/cc
Average of Count or Density 15343.00 g/cc
Sum of Moisture Count 17613.00 g/cc
Average of Moisture Count 5871.00 g/cc
Count Ratio Density 2.00
Count Ratio Moisture 0.30
Calculated Percent Relative Compaction 90.5 %
Reported Percent Relative Compaction 91 %

Test 2 of 2

DIME Test ID: 2022-11-30-837-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/14/2022
Date Tested: 11/30/2022
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.00
Highest adjust wet density 2.21
Relative compaction 91
% Moisture 17.6 %
Optimum Moisture 13.6 %