Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001169 DEA: 07314524 EFIS: 0722000300 COOP: 075283
QA Service Level: 2
DIST-CO-RTE-PM: 07---
Work Description: I-105 METRO Express Lanes Project
Location Description: LA-105 PM R0.6/R10.1, LA-110 PM R14.1/R16.6
Contractor Name: Flatiron-Myers (JV)
Contractor Address: Unknown
Resident Engineer: Roger Miramontes Structure Rep.: Javid Sharifi
DIME Sample ID: 2025-08-05-90
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: 08/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2025
The quantity of what the sample constitutes: 18 SY
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 080525-Yukon-231-02
Structure unique identifier:
Structure name: EB 105 Abutment 1 Right at Yukon
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: 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: 2025-08-05-90-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/10/2025
Date Tested: 08/05/2025
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
|
2418 g/cc
|
|
Count or Density 1
|
564 g/cc
|
|
Count or Density 2
|
580 g/cc
|
|
Count or Density 3
|
579 g/cc
|
|
Standard Count Moisture
|
765 g/cc
|
|
Moisture Count 1
|
233 g/cc
|
|
Moisture Count 2
|
206 g/cc
|
|
Moisture Count 3
|
214 g/cc
|
|
Sum of Count or Density
|
1723 g/cc
|
|
Average of Count or Density
|
574.33 g/cc
|
|
Sum of Moisture Count
|
653 g/cc
|
|
Average of Moisture Count
|
217.67 g/cc
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2025-08-05-90-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/10/2025
Date Tested: 08/05/2025
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:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.15
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
97
|
|
% Moisture
|
12.6 %
|
|
Optimum Moisture
|
12.6 %
|
