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Sample Record for 2023-02-06-19

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

Project Information

Project ID: 993442 DEA: 07323304 EFIS: 0716000063 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R28.0/R30.4
Work Description: INSTALL DPP INFILTRATION AND CONSTRUCT MAINTENANCE VEHICLE PULLOUT.
Location Description: LOS ANGLES COUNTY IN POMONA AT VARIOUS LOCATIONS FROM PHILLIPS RANCH ROAD OVERCROSSING TO 0.1 MILE EAST OF RESERVOIR STREET UNDERCROSSING
Contractor Name: ACCU CONSTRUCTION INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-06-19
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 02/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2023
The quantity of what the sample constitutes: 114 yd2
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 23-0123
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Subgrade
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: 2023-02-06-19-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/13/2023
Date Tested: 02/06/2023
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:
Standard Count Density 2367 g/cc
Count or Density 1 1.94 g/cc
Count or Density 2 1.92 g/cc
Count or Density 3 1.87 g/cc
Standard Count Moisture 630 g/cc
Moisture Count 1 0.29 g/cc
Moisture Count 2 1.36 g/cc
Moisture Count 3 0.33 g/cc
Sum of Count or Density 5.73 g/cc
Average of Count or Density 1.91 g/cc
Sum of Moisture Count 1.98 g/cc
Average of Moisture Count 0.66 g/cc
Calculated Percent Relative Compaction 93.2 %
Reported Percent Relative Compaction 93 %

Test 2 of 2

DIME Test ID: 2023-02-06-19-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/13/2023
Date Tested: 02/06/2023
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 1.91
Highest adjust wet density 2.05
Relative compaction 93
% Moisture 20.6 %
Optimum Moisture 20.6 %