Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215456 DEA: 07293604 EFIS: 0713000238
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-14.3/15.8
Work Description: CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS.
Location Description: LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 CUSHING SUITE 200, IRVINE CA 92618
Resident Engineer: Samuel Gallardo Structure Rep.: James Holloway
DIME Sample ID: 2023-02-16-35
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: 02/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2023
The quantity of what the sample constitutes: 9765 square feet
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 23-0189
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: 2023-02-16-35-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/24/2023
Date Tested: 02/16/2023
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
|
8794 g/cc
|
|
Count or Density 1
|
14067 g/cc
|
|
Count or Density 2
|
15594 g/cc
|
|
Count or Density 3
|
12477 g/cc
|
|
Count or Density 4
|
12825 g/cc
|
|
Count or Density 5
|
12769 g/cc
|
|
Standard Count Moisture
|
19335 g/cc
|
|
Moisture Count 1
|
2880 g/cc
|
|
Moisture Count 2
|
3237 g/cc
|
|
Moisture Count 3
|
4454 g/cc
|
|
Moisture Count 4
|
3680 g/cc
|
|
Moisture Count 5
|
4205 g/cc
|
|
Sum of Count or Density
|
67732 g/cc
|
|
Average of Count or Density
|
13546 g/cc
|
|
Sum of Moisture Count
|
18456 g/cc
|
|
Average of Moisture Count
|
3691 g/cc
|
|
Count Ratio Density
|
1.54
|
|
Count Ratio Moisture
|
0.19
|
|
Calculated Percent Relative Compaction
|
95.9 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-02-16-35-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/24/2023
Date Tested: 02/16/2023
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
|
2.1
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
96
|
|
% Moisture
|
8.8 %
|
|
Optimum Moisture
|
10.8 %
|
