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Sample Record for 2024-03-05-15

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

Project Information

Project ID: 994351 DEA: 07322004 EFIS: 0716000053 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R11.0/R14.0
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF ARLETA AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: G&G Electric Inc.
Contractor Address: 4229 Giles Ct., Riverside, CA 92503
Resident Engineer: Wassem Bakhet Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-03-05-15
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: 03/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2024
The quantity of what the sample constitutes: 750 CY
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-0396
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Design Built Engineering

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: 2024-03-05-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/13/2024
Date Tested: 03/05/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 2042 g/cc
Count or Density 1 291 g/cc
Count or Density 2 258 g/cc
Count or Density 3 368 g/cc
Standard Count Moisture 662 g/cc
Moisture Count 1 109 g/cc
Moisture Count 2 144 g/cc
Moisture Count 3 109 g/cc
Sum of Count or Density 917 g/cc
Average of Count or Density 306 g/cc
Sum of Moisture Count 362 g/cc
Average of Moisture Count 121 g/cc
Count Ratio Density 0.15
Count Ratio Moisture 0.18
Calculated Percent Relative Compaction 93 %
Reported Percent Relative Compaction 93 %

Test 2 of 2

DIME Test ID: 2024-03-05-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/13/2024
Date Tested: 03/05/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.14
Highest adjust wet density 2.3
Relative compaction 93
% Moisture no data
Optimum Moisture no data