Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215220 DEA: 07210624 EFIS: 0719000068
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Work Description: PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description: IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Michael Wang Structure Rep.: Ryan Valentine
DIME Sample ID: 2023-06-19-48
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: 06/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2023
The quantity of what the sample constitutes: 2420 sqft
A brief description of the sample: Native Soil - Embankment Fill
From where was the sample collected: Job Site
Laboratory sample identification: 23-0861
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: 2023-06-19-48-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/06/2023
Date Tested: 06/19/2023
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
|
9949 g/cc
|
|
Count or Density 1
|
2646 g/cc
|
|
Count or Density 2
|
2928 g/cc
|
|
Count or Density 3
|
2569 g/cc
|
|
Standard Count Moisture
|
15824 g/cc
|
|
Moisture Count 1
|
2726 g/cc
|
|
Moisture Count 2
|
2928 g/cc
|
|
Moisture Count 3
|
2569 g/cc
|
|
Sum of Count or Density
|
8143 g/cc
|
|
Average of Count or Density
|
2714 g/cc
|
|
Sum of Moisture Count
|
8223 g/cc
|
|
Average of Moisture Count
|
2741 g/cc
|
|
Count Ratio Density
|
0.27
|
|
Count Ratio Moisture
|
0.17
|
|
Calculated Percent Relative Compaction
|
97.7 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2023-06-19-48-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/06/2023
Date Tested: 06/19/2023
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
|
2.16
|
|
Percentage passing 3/4 in. sieve
|
67 %
|
|
Percentage retained on 3/4 in. sieve
|
33 %
|
|
Specific gravity of material passing 3/4 in. sieve
|
2.13
|
|
Specific gravity of material retained on 3/4 in. sieve
|
2.45 %
|
|
Coefficient for 3/4 in. aggregate
|
0.97
|
|
Corrected density
|
2.21
|
|
Relative compaction
|
98
|
|
% Moisture
|
6.4 %
|
|
Optimum Moisture
|
8.4 %
|
