Sample Record for 2022-11-16-37
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2022-11-16-37
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: 11/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2022
The quantity of what the sample constitutes: 4530 square feet
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 22-3060
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: n/a
Material Information
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:
Test Results
Test 1 of 3
DIME Test ID: 2022-11-16-37-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
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: nhoffmann@altavistasolutions.com
Organization Phone: (510) 542-9827
This test has been superseded on 12/14/2022. The corrected test ID is: 2022-11-16-37-3
Reason: corrected
Test 2 of 3
DIME Test ID: 2022-11-16-37-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/09/2022
Date Tested: 11/16/2022
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
|
1.95
|
|
Highest adjust wet density
|
2.06
|
|
Relative compaction
|
95
|
|
% Moisture
|
8.3 %
|
|
Optimum Moisture
|
12.3 %
|
Test 3 of 3
DIME Test ID: 2022-11-16-37-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/14/2022
Date Tested: 11/16/2022
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:
The test was superseded from test ID: 2022-11-16-37-1
Test Result Compliance:
Additional Comments When Verified:
|
Sum of Count or Density
|
7730 g/cc
|
|
Average of Count or Density
|
2577 g/cc
|
|
Sum of Moisture Count
|
407 g/cc
|
|
Average of Moisture Count
|
136 g/cc
|
|
Count Ratio Density
|
1.95
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
94.7 %
|
|
Reported Percent Relative Compaction
|
95 %
|
