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Sample Record for 2022-10-18-34

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Project Information

Project ID: 993122 DEA: 07322304 EFIS: 0716000054 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-22.8
Work Description: CONSTRUCT AND REPLACE BRIDGE RAILS.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Edgar Herrera Structure Rep.: Peter Wang

Sample Information

DIME Sample ID: 2022-10-18-34
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: 10/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2022
The quantity of what the sample constitutes: 390 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-2766
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: 2022-10-18-34-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/20/2022
Date Tested: 10/18/2022
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) 407-6963
General Comments for this Test: Rte. 100 & 6th St Bridge Stage 2 @ Beaudry Sta. 13+49 to Sta. 13+75
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2335 g/cc
Count or Density 1 1.9 g/cc
Count or Density 2 1.92 g/cc
Count or Density 3 1.94 g/cc
Standard Count Moisture 647 g/cc
Moisture Count 1 0.13 g/cc
Moisture Count 2 0.13 g/cc
Moisture Count 3 0.13 g/cc
Sum of Count or Density 5.76 g/cc
Average of Count or Density 1.92 g/cc
Sum of Moisture Count 0.39 g/cc
Average of Moisture Count 0.13 g/cc
Calculated Percent Relative Compaction 90.1 %
Reported Percent Relative Compaction 90 %

Test 2 of 2

DIME Test ID: 2022-10-18-34-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/20/2022
Date Tested: 10/18/2022
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) 407-6963
General Comments for this Test: Rte. 100 & 6th St Bridge Stage 2 @ Beaudry Sta. 13+49 to Sta. 13+75
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.92
Highest adjust wet density 2.13
Relative compaction 90
% Moisture 7.3 %
Optimum Moisture no data