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Sample Record for 2023-09-13-63

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Project Information

Project ID: 215456 DEA: 07293604 EFIS: 0713000238 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-14.3/15.8
Work Description: CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS.
Location Description: LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 CUSHING SUITE 200, IRVINE CA 92618
Resident Engineer: Samuel Gallardo Structure Rep.: James Holloway

Sample Information

DIME Sample ID: 2023-09-13-63
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: 09/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2023
The quantity of what the sample constitutes: 3168 sqft
A brief description of the sample: Structure Backfill Material
From where was the sample collected: Source
Laboratory sample identification: 23-1408
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: 2023-09-13-63-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/26/2023
Date Tested: 09/13/2023
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 11016 g/cc
Count or Density 1 4389 g/cc
Count or Density 2 4977 g/cc
Count or Density 3 5235 g/cc
Standard Count Moisture 19440 g/cc
Moisture Count 1 5488 g/cc
Moisture Count 2 4782 g/cc
Moisture Count 3 2824 g/cc
Sum of Count or Density 14601 g/cc
Average of Count or Density 4867 g/cc
Sum of Moisture Count 13094 g/cc
Average of Moisture Count 4365 g/cc
Count Ratio Density 0.44
Count Ratio Moisture 0.22
Calculated Percent Relative Compaction 95.9 %
Reported Percent Relative Compaction 96 %

Test 2 of 2

DIME Test ID: 2023-09-13-63-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/26/2023
Date Tested: 09/13/2023
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 1.88
Highest adjust wet density 1.96
Relative compaction 96
% Moisture 11.9 %
Optimum Moisture 11.9 %