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: 2024-12-10-36
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: Aggregate
Sample Taken Date: 12/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/10/2024
The quantity of what the sample constitutes: 2000 SY
A brief description of the sample: Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-3817
Structure unique identifier:
Structure name: Center Median A1
The fabricator/manufacturer/facility name: N/A
Source Identification (SMARA, name of Pit or Job Site): N/A
The fabricator's/manufacturer's product name for the sample: Base
The fabricator/manufacturer designation for the sample: Compaction testing
The plant number:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2024-12-10-36-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/12/2024
Date Tested: 12/10/2024
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
1758 g/cc
|
|
Count or Density 1
|
815 g/cc
|
|
Count or Density 2
|
821 g/cc
|
|
Count or Density 3
|
880 g/cc
|
|
Count or Density 4
|
874 g/cc
|
|
Count or Density 5
|
901 g/cc
|
|
Standard Count Moisture
|
732 g/cc
|
|
Moisture Count 1
|
104 g/cc
|
|
Moisture Count 2
|
119 g/cc
|
|
Moisture Count 3
|
114 g/cc
|
|
Moisture Count 4
|
105 g/cc
|
|
Moisture Count 5
|
106 g/cc
|
|
Sum of Count or Density
|
4291 g/cc
|
|
Average of Count or Density
|
858.2 g/cc
|
|
Sum of Moisture Count
|
548 g/cc
|
|
Average of Moisture Count
|
109.6 g/cc
|
|
Calculated Percent Relative Compaction
|
95.9 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2024-12-10-36-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/12/2024
Date Tested: 12/10/2024
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: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.12
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
96
|
|
% Moisture
|
6 %
|
|
Optimum Moisture
|
7.5 %
|
