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Sample Record for 2023-03-28-21

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Project Information

Project ID: 214524 DEA: 07304504 EFIS: 0714000067 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains

Sample Information

DIME Sample ID: 2023-03-28-21
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: 03/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2023
The quantity of what the sample constitutes: 904 sqft
A brief description of the sample: Aggregate Base Material
From where was the sample collected: Job Site
Laboratory sample identification: 23-0327
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 on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-03-28-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/31/2023
Date Tested: 03/28/2023
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 1525 g/cc
Count or Density 1 401 g/cc
Count or Density 2 382 g/cc
Count or Density 3 408 g/cc
Standard Count Moisture 637 g/cc
Moisture Count 1 163 g/cc
Moisture Count 2 150 g/cc
Moisture Count 3 156 g/cc
Sum of Count or Density 1191 g/cc
Average of Count or Density 397 g/cc
Sum of Moisture Count 469 g/cc
Average of Moisture Count 156 g/cc
Count Ratio Density 0.26
Count Ratio Moisture 0.24
Calculated Percent Relative Compaction 98.1 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2023-03-28-21-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/31/2023
Date Tested: 03/28/2023
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:
Is oversize material No
In-place wet density 2.08
Highest adjust wet density 2.12
Relative compaction 98
% Moisture 11.2 %
Optimum Moisture 11.2 %