Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214451 DEA: 07303704 EFIS: 0714000035
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.0/27.3
Work Description: REPLACE CONCRETE BARRIERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Kevin Bui Structure Rep.: Kwangsuk Suh
DIME Sample ID: 2023-01-25-10
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: 01/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2023
The quantity of what the sample constitutes: 2500 sq. ft.
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 23-0075
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: 2023-01-25-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/26/2023
Date Tested: 01/25/2023
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
|
1827 g/cc
|
|
Count or Density 1
|
1736 g/cc
|
|
Count or Density 2
|
1625 g/cc
|
|
Count or Density 3
|
1682 g/cc
|
|
Standard Count Moisture
|
733 g/cc
|
|
Moisture Count 1
|
273 g/cc
|
|
Moisture Count 2
|
243 g/cc
|
|
Moisture Count 3
|
239 g/cc
|
|
Sum of Count or Density
|
5043.00 g/cc
|
|
Average of Count or Density
|
1681.00 g/cc
|
|
Sum of Moisture Count
|
755.00 g/cc
|
|
Average of Moisture Count
|
252.00 g/cc
|
|
Count Ratio Density
|
0.92
|
|
Count Ratio Moisture
|
0.34
|
|
Calculated Percent Relative Compaction
|
95 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2023-01-25-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/26/2023
Date Tested: 01/25/2023
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
|
Yes
|
|
In-place wet density
|
2.11
|
|
Percentage passing 3/4 in. sieve
|
75 %
|
|
Percentage retained on 3/4 in. sieve
|
25 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.21
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.26 %
|
|
Coefficient for 3/4 in. aggregate
|
0.99
|
|
Corrected density
|
2.22
|
|
Relative compaction
|
95
|
|
% Moisture
|
17.2 %
|
|
Optimum Moisture
|
17.2 %
|
