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Sample Record for 2022-06-25-2

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Project Information

Project ID: 214671 DEA: 07303904 EFIS: 0714000044 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.2/37.2
Work Description: LANE REPLACEMENT
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
Contractor Name: Sierra Landscape Development Inc.
Contractor Address: 2209 1/2 Chico Ave., South El Monte CA, 91733
Resident Engineer: Hai Hong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-25-2
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: 06/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2022
The quantity of what the sample constitutes: 18000 SQFT
A brief description of the sample: Native
From where was the sample collected: Job Site
Laboratory sample identification: 22-1520
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2022-06-25-2-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/25/2022
Date Tested: 06/25/2022
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: does not comply
Additional Comments When Verified:
Standard Count Density 2155 g/cc
Count or Density 1 1.82 g/cc
Count or Density 2 1.85 g/cc
Count or Density 3 1.75 g/cc
Count or Density 4 1.8 g/cc
Count or Density 5 1.78 g/cc
Standard Count Moisture 643 g/cc
Moisture Count 1 0.1 g/cc
Moisture Count 2 0.13 g/cc
Moisture Count 3 0.05 g/cc
Moisture Count 4 0.07 g/cc
Moisture Count 5 0.06 g/cc
Sum of Count or Density 9.00 g/cc
Average of Count or Density 1.80 g/cc
Sum of Moisture Count 0.41 g/cc
Average of Moisture Count 0.08 g/cc
Calculated Percent Relative Compaction 82.6 %
Reported Percent Relative Compaction 83 %

Test 2 of 2

DIME Test ID: 2022-06-25-2-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/25/2022
Date Tested: 06/25/2022
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: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.80
Highest adjust wet density 2.18
Relative compaction 83
% Moisture 4.8 %
Optimum Moisture 8.8 %