Sample Record for 2024-08-12-81
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993527 DEA: 07327304 EFIS: 0716000126
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-103-0.1
Work Description: INSTALL PUMP PLANT EQUIPMENT AND DRAINAGE SYSTEM.
Location Description: THE CITY AND COUNTY OF LOS ANGELES AT HENRY FORD AVENUE OFF-RAMP
Contractor Name: SHIMMICK CONSTRUCTION COMPANY INC.
Contractor Address: 530 Technology Drive, Suite 300, Irvine, CA 92618
Resident Engineer: Steven Zaw Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-08-12-81
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 08/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Structural Backfill
From where was the sample collected: Source
Laboratory sample identification: 24-2058
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
Material Information
Source Identification (SMARA, name of Pit or Job Site): N/A
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
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:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2024-08-12-81-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/05/2024
Date Tested: 08/12/2024
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2515 g/cc
|
|
Count or Density 1
|
444 g/cc
|
|
Count or Density 2
|
448 g/cc
|
|
Count or Density 3
|
490 g/cc
|
|
Standard Count Moisture
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776 g/cc
|
|
Moisture Count 1
|
106 g/cc
|
|
Moisture Count 2
|
111 g/cc
|
|
Moisture Count 3
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108 g/cc
|
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Sum of Count or Density
|
1382 g/cc
|
|
Average of Count or Density
|
460.67 g/cc
|
|
Sum of Moisture Count
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325 g/cc
|
|
Average of Moisture Count
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108.33 g/cc
|
|
Calculated Percent Relative Compaction
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95.5 %
|
|
Reported Percent Relative Compaction
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96 %
|
Test
DIME Test ID: 2024-08-12-81-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/05/2024
Date Tested: 08/12/2024
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
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No
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|
In-place wet density
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2.14
|
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Highest adjust wet density
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2.24
|
|
Relative compaction
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96
|
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% Moisture
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no data
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|
Optimum Moisture
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no data
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