Sample Record for 2023-09-27-110
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214649 DEA: 07316004 EFIS: 0715000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: Hossein Sabbagh
Sample Information
DIME Sample ID: 2023-09-27-110
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: 09/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2023
The quantity of what the sample constitutes: 17400 sqft
A brief description of the sample: Subgrade
From where was the sample collected: Source
Laboratory sample identification: 23-1505
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 1 of 2
DIME Test ID: 2023-09-27-110-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/03/2024
Date Tested: 09/27/2023
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
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10936 g/cc
|
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Count or Density 1
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19180 g/cc
|
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Count or Density 2
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20081 g/cc
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|
Count or Density 3
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21843 g/cc
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|
Count or Density 4
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23750 g/cc
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|
Count or Density 5
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18518 g/cc
|
|
Standard Count Moisture
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19456 g/cc
|
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Moisture Count 1
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2528 g/cc
|
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Moisture Count 2
|
1903 g/cc
|
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Moisture Count 3
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2100 g/cc
|
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Moisture Count 4
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2271 g/cc
|
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Moisture Count 5
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2328 g/cc
|
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Sum of Count or Density
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103372 g/cc
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Average of Count or Density
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20674 g/cc
|
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Sum of Moisture Count
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11130 g/cc
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Average of Moisture Count
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2226 g/cc
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Count Ratio Density
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1.89
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Count Ratio Moisture
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0.11
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Calculated Percent Relative Compaction
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no data
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Reported Percent Relative Compaction
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no data
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Test 2 of 2
DIME Test ID: 2023-09-27-110-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/03/2024
Date Tested: 09/27/2023
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:
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Is oversize material
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No
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In-place wet density
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1.87
|
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Highest adjust wet density
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2.16
|
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Relative compaction
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87
|
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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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