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Sample Record for 2022-04-07-3

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

Project Information

Project ID: 993286 DEA: 074V3604 EFIS: 0721000138 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-138-59.1/60.2
Work Description: UPGRADE EXISTING DRAINAGE SYSTEM.
Location Description: LOS ANGELES COUNTY AT PEARBLOSSOM FROM 121ST STREET EAST TO LONGVIEW ROAD
Contractor Name: WESTCOAST PUBLIC WORK INC
Contractor Address: 20058 VENTURA BLVD. #318, WOODLAND HILLS, CA 91364
Resident Engineer: Fred Tieu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-04-07-3
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: 04/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/07/2022
The quantity of what the sample constitutes: 200 sq. ft.
A brief description of the sample: Soil for Subgrade.
From where was the sample collected: Job Site
Laboratory sample identification: 22-0715
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: West Coast Public Works

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 location at subgrade
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2022-04-07-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/07/2022
Date Tested: 04/07/2022
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: EB Rte 138 at 121St Street Sta 468+56 to Sta 468+76
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density 2235 g/cc
Count or Density 1 2.15 g/cc
Count or Density 2 2.19 g/cc
Count or Density 3 2.18 g/cc
Standard Count Moisture 594 g/cc
Moisture Count 1 0.11 g/cc
Moisture Count 2 0.16 g/cc
Moisture Count 3 0.14 g/cc
Sum of Count or Density 6.52 g/cc
Average of Count or Density 2.17 g/cc
Sum of Moisture Count 0.41 g/cc
Average of Moisture Count 0.14 g/cc
Calculated Percent Relative Compaction 92.5 %
Reported Percent Relative Compaction 92 %

Test 2 of 2

DIME Test ID: 2022-04-07-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/07/2022
Date Tested: 04/07/2022
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: EB Rte 138 at 121St. Street Sta 468+56 to Sta 468+76
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.17
Highest adjust wet density 2.35
Relative compaction 92
% Moisture no data
Optimum Moisture no data