Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995206 DEA: 07354804 EFIS: 0718000356
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5808-
Work Description: BUILDING WORK.
Location Description: LOS ANGELES COUNTY IN CULVER CITY AT THE CULVER CITY MAINTENANCE STATION AT 5650 SELMARAINE DRIVE
Contractor Name: MERCER FRASER COMPANY
Contractor Address: Unknown
Resident Engineer: Hakim Sheik Structure Rep.: Frank Lotfi
DIME Sample ID: 2025-04-02-34
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: 04/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2025
The quantity of what the sample constitutes: 85 SY
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 25-1040
Structure unique identifier:
Structure name: Structural backfill " Rock dust for new storage building 2
The fabricator/manufacturer/facility name: N/A
Source Identification (SMARA, name of Pit or Job Site): N/A
The fabricator's/manufacturer's product name for the sample: Structural backfill
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:
DIME Test ID: 2025-04-02-34-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/17/2025
Date Tested: 04/02/2025
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
|
2953 g/cc
|
|
Count or Density 1
|
633 g/cc
|
|
Count or Density 2
|
637 g/cc
|
|
Count or Density 3
|
652 g/cc
|
|
Standard Count Moisture
|
1059 g/cc
|
|
Moisture Count 1
|
245 g/cc
|
|
Moisture Count 2
|
251 g/cc
|
|
Moisture Count 3
|
255 g/cc
|
|
Sum of Count or Density
|
1922 g/cc
|
|
Average of Count or Density
|
640.67 g/cc
|
|
Sum of Moisture Count
|
751 g/cc
|
|
Average of Moisture Count
|
250.33 g/cc
|
|
Calculated Percent Relative Compaction
|
96.1 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2025-04-02-34-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/17/2025
Date Tested: 04/02/2025
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:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.23
|
|
Highest adjust wet density
|
2.32
|
|
Relative compaction
|
96
|
|
% Moisture
|
8.3 %
|
|
Optimum Moisture
|
10.3 %
|
