Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214524 DEA: 07304504 EFIS: 0714000067
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains
DIME Sample ID: 2023-02-13-50
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: 02/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2023
The quantity of what the sample constitutes: 11200 square feet
A brief description of the sample: Native Material - Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 23-0163
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: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-02-13-50-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/23/2023
Date Tested: 02/13/2023
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
|
8866 g/cc
|
|
Count or Density 1
|
15367 g/cc
|
|
Count or Density 2
|
13594 g/cc
|
|
Count or Density 3
|
17301 g/cc
|
|
Count or Density 4
|
18818 g/cc
|
|
Count or Density 5
|
14269 g/cc
|
|
Standard Count Moisture
|
19270 g/cc
|
|
Moisture Count 1
|
2935 g/cc
|
|
Moisture Count 2
|
3264 g/cc
|
|
Moisture Count 3
|
2956 g/cc
|
|
Moisture Count 4
|
1934 g/cc
|
|
Moisture Count 5
|
4907 g/cc
|
|
Sum of Count or Density
|
79349 g/cc
|
|
Average of Count or Density
|
15870 g/cc
|
|
Sum of Moisture Count
|
15996 g/cc
|
|
Average of Moisture Count
|
3199 g/cc
|
|
Count Ratio Density
|
1.79
|
|
Count Ratio Moisture
|
0.17
|
|
Calculated Percent Relative Compaction
|
92.5 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2023-02-13-50-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/23/2023
Date Tested: 02/13/2023
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
|
1.97
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
92
|
|
% Moisture
|
7.7 %
|
|
Optimum Moisture
|
11.7 %
|
