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Sample Record for 2024-06-03-14

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

Project Information

Project ID: 995157 DEA: 07353904 EFIS: 0718000307 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-17.6
Work Description: SEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE.
Location Description: LOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Samual Gallardo Structure Rep.: Quan Ho

Sample Information

DIME Sample ID: 2024-06-03-14
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: 06/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2024
The quantity of what the sample constitutes: 600 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-1267
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

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: 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: 2024-06-03-14-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/03/2024
Date Tested: 06/03/2024
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: Rte. 107 under Rte. 405 Bent 4, Column 1, 2, 3, 4
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2263 g/cc
Count or Density 1 2.09 g/cc
Count or Density 2 2.03 g/cc
Count or Density 3 2.13 g/cc
Count or Density 4 2.2 g/cc
Count or Density 5 2.17 g/cc
Standard Count Moisture 647 g/cc
Moisture Count 1 0.12 g/cc
Moisture Count 2 0.15 g/cc
Moisture Count 3 0.15 g/cc
Moisture Count 4 0.15 g/cc
Moisture Count 5 0.17 g/cc
Sum of Count or Density 10.62 g/cc
Average of Count or Density 2.12 g/cc
Sum of Moisture Count 0.74 g/cc
Average of Moisture Count 0.15 g/cc
Calculated Percent Relative Compaction 96.1 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2024-06-03-14-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/03/2024
Date Tested: 06/03/2024
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: Rte. 107 under Rte. 405 Bent 4, Column 1, 2, 3, 4
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.12
Highest adjust wet density 2.21
Relative compaction 96
% Moisture 7.5 %
Optimum Moisture no data