Sample Record for 2025-01-24-14
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995449 DEA: 07349504 EFIS: 0718000161
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2,5,101,170-Var
Work Description: INSTALL NEW TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 134/170 SEPARATION TO ROUTE 170/5 SEPARATION
Contractor Name: ALFARO COMMUNICATIONS CONSTRUCTION, INC.
Contractor Address: 15614 South Atlantic Avenue, Compton, CA 90221
Resident Engineer: Kevin Bui Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-01-24-14
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: 01/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2025
The quantity of what the sample constitutes: 132 SY
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-0308
Structure unique identifier:
Structure name: MVP 7 NB LA170 East Sherman Way On Ramp
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: Class 3 Aggregate Base
The fabricator/manufacturer designation for the sample: Compaction testing
The plant number:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2025-01-24-14-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/28/2025
Date Tested: 01/28/2025
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
10720 g/cc
|
|
Count or Density 1
|
6038 g/cc
|
|
Count or Density 2
|
6070 g/cc
|
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Count or Density 3
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5754 g/cc
|
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Standard Count Moisture
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19320 g/cc
|
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Moisture Count 1
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2130 g/cc
|
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Moisture Count 2
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2105 g/cc
|
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Moisture Count 3
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2568 g/cc
|
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Sum of Count or Density
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17862 g/cc
|
|
Average of Count or Density
|
5954 g/cc
|
|
Sum of Moisture Count
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6803 g/cc
|
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Average of Moisture Count
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2267.67 g/cc
|
|
Calculated Percent Relative Compaction
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98.3 %
|
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Reported Percent Relative Compaction
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98 %
|
Test 2 of 2
DIME Test ID: 2025-01-24-14-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/28/2025
Date Tested: 01/24/2025
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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2.27
|
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Highest adjust wet density
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2.31
|
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Relative compaction
|
98
|
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% Moisture
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3.2 %
|
|
Optimum Moisture
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7.7 %
|