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Sample Record for 2024-12-11-55

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Project Information

Project ID: 995106 DEA: 072XA604 EFIS: 0723000080 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-65.2/66.4, 65.2/66.40000000000001
Work Description: Repair/reconstruct side slope at the erosion gullies, earthen berms along the shoulder, reconstruct existing MGS, place erosion control on the reconstructed side slopes
Location Description:
Contractor Name: SGV ENTERPRISES INC
Contractor Address: 615 LAS TUNAS DR STE J, ARCADIA, CA 91007
Resident Engineer: Ali Shalviri Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-12-11-55
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: Acceptance
Type of Material: Soil
Sample Taken Date: 12/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/11/2024
The quantity of what the sample constitutes: 556 sy
A brief description of the sample: 07-LA/Route 02 PM 65.3
From where was the sample collected: Job Site
Laboratory sample identification: 24-3806
Structure unique identifier:
Structure name: 07-LA/Route 02 PM 65.3
The fabricator/manufacturer/facility name: Contractor

Material Information

The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Job site
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: 2024-12-11-55-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/29/2025
Date Tested: 12/11/2024
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: Notified inspector Michael Maksimos of result
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2161 g/cc
Count or Density 1 2.31 g/cc
Count or Density 2 2.34 g/cc
Count or Density 3 2.27 g/cc
Standard Count Moisture 621 g/cc
Moisture Count 1 0.09 g/cc
Moisture Count 2 0.14 g/cc
Moisture Count 3 0.17 g/cc
Sum of Count or Density 6.92 g/cc
Average of Count or Density 2.31 g/cc
Sum of Moisture Count 0.4 g/cc
Average of Moisture Count 0.13 g/cc
Calculated Percent Relative Compaction 98.3 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2024-12-11-55-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/29/2025
Date Tested: 12/11/2024
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:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.31
Highest adjust wet density 2.35
Relative compaction 98
% Moisture 6 %
Optimum Moisture 8 %