Print Report | Back to Sample Detail

Sample Record for 2024-08-16-62

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: 2024-08-16-62
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: 08/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2024
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: 24-2536
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: 2024-08-16-62-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/10/2024
Date Tested: 08/16/2024
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 9658 g/cc
Count or Density 1 2298 g/cc
Count or Density 2 2408 g/cc
Count or Density 3 3213 g/cc
Standard Count Moisture 15709 g/cc
Moisture Count 1 2242 g/cc
Moisture Count 2 2679 g/cc
Moisture Count 3 2031 g/cc
Sum of Count or Density 7919 g/cc
Average of Count or Density 2639.67 g/cc
Sum of Moisture Count 6952 g/cc
Average of Moisture Count 2317.33 g/cc
Calculated Percent Relative Compaction 90.2 %
Reported Percent Relative Compaction 90 %

Test 2 of 2

DIME Test ID: 2024-08-16-62-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/10/2024
Date Tested: 08/16/2024
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 No
In-place wet density 2.12
Highest adjust wet density 2.35
Relative compaction 90
% Moisture no data
Optimum Moisture no data