Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000245 DEA: 072XN104 EFIS: 0724000222
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-
Work Description: Retaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location Description: Route 150 in Santa Paula.
Contractor Name: R&R Demo and Grading
Contractor Address: 21777 VENTURA BLVD SUITE 245, WOODLAND HILLS, CA 91364
Resident Engineer: Joseph Tehrani Structure Rep.: Waheed Mirpoor
DIME Sample ID: 2025-01-13-21
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: 01/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2025
The quantity of what the sample constitutes: 880 SY
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-0143
Structure unique identifier:
Structure name: Subgrade compaction SP 150; PM 31.33 Lift 4
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: Subgrade
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: 2025-01-13-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/17/2025
Date Tested: 01/13/2025
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
|
10844 g/cc
|
|
Count or Density 1
|
4070 g/cc
|
|
Count or Density 2
|
3572 g/cc
|
|
Count or Density 3
|
3519 g/cc
|
|
Standard Count Moisture
|
19384 g/cc
|
|
Moisture Count 1
|
6021 g/cc
|
|
Moisture Count 2
|
5652 g/cc
|
|
Moisture Count 3
|
5676 g/cc
|
|
Sum of Count or Density
|
11161 g/cc
|
|
Average of Count or Density
|
3720.33 g/cc
|
|
Sum of Moisture Count
|
17349 g/cc
|
|
Average of Moisture Count
|
5783 g/cc
|
|
Calculated Percent Relative Compaction
|
91.3 %
|
|
Reported Percent Relative Compaction
|
91 %
|
DIME Test ID: 2025-01-13-21-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/17/2025
Date Tested: 01/13/2025
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
|
1.89
|
|
Highest adjust wet density
|
2.07
|
|
Relative compaction
|
91
|
|
% Moisture
|
18.1 %
|
|
Optimum Moisture
|
16.1 %
|
