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Sample Record for 2024-02-15-2

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: 2024-02-15-2
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: 02/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/15/2024
The quantity of what the sample constitutes: 510 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-0344
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

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: Various locations
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: 2024-02-15-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/15/2024
Date Tested: 02/15/2024
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) 817-0387
General Comments for this Test: EB Rte. 118 on Paxton St Location 10 CL Sta. 658+17 to Sta. 659+02
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2290 g/cc
Count or Density 1 2.3 g/cc
Count or Density 2 2.32 g/cc
Count or Density 3 2.18 g/cc
Standard Count Moisture 642 g/cc
Moisture Count 1 0.2 g/cc
Moisture Count 2 0.12 g/cc
Moisture Count 3 0.12 g/cc
Sum of Count or Density 6.80 g/cc
Average of Count or Density 2.27 g/cc
Sum of Moisture Count 0.44 g/cc
Average of Moisture Count 0.15 g/cc
Calculated Percent Relative Compaction 94.8 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2024-02-15-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/15/2024
Date Tested: 02/15/2024
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) 817-0387
General Comments for this Test: EB Rte. 118 on Paxton St Location 10 CL Sta. 658+17 to Sta. 659+02
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.27
Highest adjust wet density 2.39
Relative compaction 95
% Moisture 6.9 %
Optimum Moisture no data