Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-11-27-11
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: 11/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/27/2024
The quantity of what the sample constitutes: 35.5 SY
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-3694
Structure unique identifier:
Structure name: NB 47 Exit No. 5 Pier A Way
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: 2024-11-27-11-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/06/2024
Date Tested: 11/27/2024
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: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
1695 g/cc
|
|
Count or Density 1
|
306 g/cc
|
|
Count or Density 2
|
321 g/cc
|
|
Count or Density 3
|
309 g/cc
|
|
Standard Count Moisture
|
706 g/cc
|
|
Moisture Count 1
|
98 g/cc
|
|
Moisture Count 2
|
82 g/cc
|
|
Moisture Count 3
|
91 g/cc
|
|
Sum of Count or Density
|
936 g/cc
|
|
Average of Count or Density
|
312 g/cc
|
|
Sum of Moisture Count
|
271 g/cc
|
|
Average of Moisture Count
|
90.33 g/cc
|
|
Calculated Percent Relative Compaction
|
89.7 %
|
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2024-11-27-11-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/06/2024
Date Tested: 11/27/2024
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: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.09
|
|
Highest adjust wet density
|
2.33
|
|
Relative compaction
|
90
|
|
% Moisture
|
4.5 %
|
|
Optimum Moisture
|
7.5 %
|
