Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-10-21-18
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: 10/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2024
The quantity of what the sample constitutes: 25 sy
A brief description of the sample: C-30, San Miguel St and CA-27
From where was the sample collected: Job Site
Laboratory sample identification: 24-3254
Structure unique identifier:
Structure name: C-30, San Miguel St and CA-27
The fabricator/manufacturer/facility name: CA Rasmussen Inc.
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: C-30, San Miguel St and CA-27
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-10-21-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/22/2024
Date Tested: 10/21/2024
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: complies
Additional Comments When Verified:
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Standard Count Density
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2155 g/cc
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Count or Density 1
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1.57 g/cc
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Count or Density 2
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1.71 g/cc
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Count or Density 3
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1.72 g/cc
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Standard Count Moisture
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621 g/cc
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Moisture Count 1
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0.18 g/cc
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Moisture Count 2
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0.24 g/cc
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Moisture Count 3
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0.11 g/cc
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Sum of Count or Density
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5 g/cc
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Average of Count or Density
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1.67 g/cc
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Sum of Moisture Count
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0.53 g/cc
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Average of Moisture Count
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0.18 g/cc
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Calculated Percent Relative Compaction
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79.5 %
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Reported Percent Relative Compaction
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80 %
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