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: 2023-07-18-26
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: 07/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2023
The quantity of what the sample constitutes: 12375 sqft
A brief description of the sample: Native soil - Embankment fill
From where was the sample collected: Job Site
Laboratory sample identification: 23-1091
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: 2023-07-18-26-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/19/2023
Date Tested: 07/18/2023
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
|
2.09
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
98
|
|
% Moisture
|
9.4 %
|
|
Optimum Moisture
|
13.4 %
|
DIME Test ID: 2023-07-18-26-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/19/2023
Date Tested: 07/18/2023
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
|
11040 g/cc
|
|
Count or Density 1
|
3053 g/cc
|
|
Count or Density 2
|
2860 g/cc
|
|
Count or Density 3
|
2895 g/cc
|
|
Count or Density 4
|
3067 g/cc
|
|
Count or Density 5
|
3016 g/cc
|
|
Standard Count Moisture
|
19504 g/cc
|
|
Moisture Count 1
|
3765 g/cc
|
|
Moisture Count 2
|
3980 g/cc
|
|
Moisture Count 3
|
3913 g/cc
|
|
Moisture Count 4
|
4037 g/cc
|
|
Moisture Count 5
|
4264 g/cc
|
|
Sum of Count or Density
|
14891.00 g/cc
|
|
Average of Count or Density
|
2978.00 g/cc
|
|
Sum of Moisture Count
|
19959.00 g/cc
|
|
Average of Moisture Count
|
3992.00 g/cc
|
|
Count Ratio Density
|
0.27
|
|
Count Ratio Moisture
|
0.20
|
|
Calculated Percent Relative Compaction
|
98.1 %
|
|
Reported Percent Relative Compaction
|
98 %
|
