Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994351 DEA: 07322004 EFIS: 0716000053
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R11.0/R14.0
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF ARLETA AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: G&G Electric Inc.
Contractor Address: 4229 Giles Ct., Riverside, CA 92503
Resident Engineer: Wassem Bakhet Structure Rep.: Unknown
DIME Sample ID: 2023-09-26-86
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: Soil
Sample Taken Date: 09/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2023
The quantity of what the sample constitutes: 73 sq.ft.
A brief description of the sample: Native Soil
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: source
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-09-26-86-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/16/2023
Date Tested: 09/26/2023
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
|
1491 g/cc
|
|
Count or Density 1
|
293 g/cc
|
|
Count or Density 2
|
284 g/cc
|
|
Count or Density 3
|
359 g/cc
|
|
Standard Count Moisture
|
635 g/cc
|
|
Moisture Count 1
|
160 g/cc
|
|
Moisture Count 2
|
174 g/cc
|
|
Moisture Count 3
|
156 g/cc
|
|
Sum of Count or Density
|
936 g/cc
|
|
Average of Count or Density
|
312 g/cc
|
|
Sum of Moisture Count
|
490 g/cc
|
|
Average of Moisture Count
|
163.33 g/cc
|
|
Calculated Percent Relative Compaction
|
96.2 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-09-26-86-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/16/2023
Date Tested: 09/26/2023
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
|
2.04
|
|
Highest adjust wet density
|
2.12
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
