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: 2025-02-04-12
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: 02/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/04/2025
The quantity of what the sample constitutes: 2000 SY
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-0483
Structure unique identifier:
Structure name: Nb Route 71 Median
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: Aggregate Base
The fabricator/manufacturer designation for the sample: Compactions 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: 2025-02-04-12-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/06/2025
Date Tested: 02/04/2025
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
|
2695 g/cc
|
|
Count or Density 1
|
1298 g/cc
|
|
Count or Density 2
|
1291 g/cc
|
|
Count or Density 3
|
1340 g/cc
|
|
Count or Density 4
|
1265 g/cc
|
|
Count or Density 5
|
1369 g/cc
|
|
Standard Count Moisture
|
721 g/cc
|
|
Moisture Count 1
|
126 g/cc
|
|
Moisture Count 2
|
122 g/cc
|
|
Moisture Count 3
|
141 g/cc
|
|
Moisture Count 4
|
131 g/cc
|
|
Moisture Count 5
|
126 g/cc
|
|
Sum of Count or Density
|
6563 g/cc
|
|
Average of Count or Density
|
1312.6 g/cc
|
|
Sum of Moisture Count
|
646 g/cc
|
|
Average of Moisture Count
|
129.2 g/cc
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2025-02-04-12-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/06/2025
Date Tested: 02/04/2025
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
|
2.13
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
97
|
|
% Moisture
|
7 %
|
|
Optimum Moisture
|
8 %
|
