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Sample Record for 2022-11-30-830

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: 2022-11-30-830
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: 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: 500 yd2
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 22-3106
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NAV

Material Information

The fabricator's/manufacturer's product name for the sample: Subgrade
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: 2022-11-30-830-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/07/2022
Date Tested: 11/30/2022
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:
Standard Count Density 2350 g/cc
Count or Density 1 2.03 g/cc
Count or Density 2 1.94 g/cc
Count or Density 3 2.1 g/cc
Standard Count Moisture 628 g/cc
Moisture Count 1 0.24 g/cc
Moisture Count 2 0.26 g/cc
Moisture Count 3 0.24 g/cc
Sum of Count or Density 6.07 g/cc
Average of Count or Density 2.02 g/cc
Sum of Moisture Count 0.74 g/cc
Average of Moisture Count 0.25 g/cc
Calculated Percent Relative Compaction 94.1 %
Reported Percent Relative Compaction 94 %

Test 2 of 2

DIME Test ID: 2022-11-30-830-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/07/2022
Date Tested: 11/30/2022
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 2.02
Highest adjust wet density 2.15
Relative compaction 94
% Moisture 13.9 %
Optimum Moisture 13.9 %