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Sample Record for 2024-08-02-6

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993527 DEA: 07327304 EFIS: 0716000126 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-103-0.1
Work Description: INSTALL PUMP PLANT EQUIPMENT AND DRAINAGE SYSTEM.
Location Description: THE CITY AND COUNTY OF LOS ANGELES AT HENRY FORD AVENUE OFF-RAMP
Contractor Name: SHIMMICK CONSTRUCTION COMPANY INC.
Contractor Address: 530 Technology Drive, Suite 300, Irvine, CA 92618
Resident Engineer: Steven Zaw Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-02-6
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: 08/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2024
The quantity of what the sample constitutes: 188 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-2353
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2024-08-02-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/02/2024
Date Tested: 08/02/2024
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) 407-6963
General Comments for this Test: NB Route 47 Pump Station footing
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 1836 g/cc
Count or Density 1 2.19 g/cc
Count or Density 2 2.25 g/cc
Count or Density 3 2.06 g/cc
Standard Count Moisture 553 g/cc
Moisture Count 1 0.13 g/cc
Moisture Count 2 0.12 g/cc
Moisture Count 3 0.11 g/cc
Sum of Count or Density 6.5 g/cc
Average of Count or Density 2.17 g/cc
Sum of Moisture Count 0.36 g/cc
Average of Moisture Count 0.12 g/cc
Calculated Percent Relative Compaction 91.4 %
Reported Percent Relative Compaction 91 %

Test

DIME Test ID: 2024-08-02-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/02/2024
Date Tested: 08/02/2024
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) 407-6963
General Comments for this Test: NB Route 47 Pump Station footing
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.16
Highest adjust wet density 2.37
Relative compaction 91
% Moisture no data
Optimum Moisture 5.9 %