Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995287 DEA: 07349104 EFIS: 0718000158
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2,210-var
Work Description: UPGRADE THE EXISTING COMMUNICATION SYSTEM.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: INTERNATIONAL LINE BUILDERS, INC. DBA ILB ELECTRIC
Contractor Address: 3955 Temescal Canyon Rd, Corona, CA 92883
Resident Engineer: Ryan Pham Structure Rep.: Unknown
DIME Sample ID: 2025-09-15-41
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: 09/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2025
The quantity of what the sample constitutes: 132 SY
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-3021
Structure unique identifier:
Structure name: MVP at the 210 West and Lone Hill On Ramp
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: 2025-09-15-41-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/19/2025
Date Tested: 09/15/2025
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
|
10616 g/cc
|
|
Count or Density 1
|
22010 g/cc
|
|
Count or Density 2
|
22311 g/cc
|
|
Count or Density 3
|
21021 g/cc
|
|
Standard Count Moisture
|
19152 g/cc
|
|
Moisture Count 1
|
2364 g/cc
|
|
Moisture Count 2
|
2544 g/cc
|
|
Moisture Count 3
|
2380 g/cc
|
|
Sum of Count or Density
|
65342 g/cc
|
|
Average of Count or Density
|
21780.67 g/cc
|
|
Sum of Moisture Count
|
7288 g/cc
|
|
Average of Moisture Count
|
2429.33 g/cc
|
|
Calculated Percent Relative Compaction
|
95.1 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2025-09-15-41-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/19/2025
Date Tested: 09/15/2025
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
|
2.26
|
|
Relative compaction
|
95
|
|
% Moisture
|
3.9 %
|
|
Optimum Moisture
|
5.9 %
|
