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Sample Record for 2022-06-23-27

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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: 2022-06-23-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 06/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2022
The quantity of what the sample constitutes: 386 sq. yd.
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-1549
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHL USA

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: From various locations at subgrade.
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: 2022-06-23-27-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/24/2022
Date Tested: 06/24/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sum of Count or Density 6.44 g/cc
Average of Count or Density 2.15 g/cc
Sum of Moisture Count 0.58 g/cc
Average of Moisture Count 0.19 g/cc
Calculated Percent Relative Compaction 96 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2022-06-23-27-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/24/2022
Date Tested: 06/24/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.15
Highest adjust wet density 2.24
Relative compaction 96
% Moisture 9.7 %
Optimum Moisture 9.7 %