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.: Amare Tsegie
DIME Sample ID: 2023-07-18-29
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: 12075 sqft
A brief description of the sample: Embankment fill - Native soil
From where was the sample collected: Job Site
Laboratory sample identification: 23-1094
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: 2023-07-18-29-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/19/2023
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
|
4441 g/cc
|
|
Count or Density 2
|
4916 g/cc
|
|
Count or Density 3
|
4376 g/cc
|
|
Count or Density 4
|
4748 g/cc
|
|
Count or Density 5
|
3610 g/cc
|
|
Standard Count Moisture
|
19504 g/cc
|
|
Moisture Count 1
|
3442 g/cc
|
|
Moisture Count 2
|
4098 g/cc
|
|
Moisture Count 3
|
3449 g/cc
|
|
Moisture Count 4
|
3734 g/cc
|
|
Moisture Count 5
|
370 g/cc
|
|
Sum of Count or Density
|
22091.00 g/cc
|
|
Average of Count or Density
|
4418.00 g/cc
|
|
Sum of Moisture Count
|
15093.00 g/cc
|
|
Average of Moisture Count
|
3019.00 g/cc
|
|
Count Ratio Density
|
0.40
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
91.8 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2023-07-18-29-2
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
|
1.79
|
|
Highest adjust wet density
|
1.95
|
|
Relative compaction
|
92
|
|
% Moisture
|
7.2 %
|
|
Optimum Moisture
|
11.2 %
|
