Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995085 DEA: 07322904 EFIS: 0716000059
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-27-0.0/18.6
Work Description: REMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Ravin Maru Structure Rep.: Unknown
DIME Sample ID: 2025-04-02-38
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: 04/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2025
The quantity of what the sample constitutes: 17 SY
A brief description of the sample: Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-0984
Structure unique identifier:
Structure name: ADA Curb Ramp Collins Base
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: 2025-04-02-38-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/17/2025
Date Tested: 04/02/2025
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
|
10792 g/cc
|
|
Count or Density 1
|
5827 g/cc
|
|
Count or Density 2
|
5981 g/cc
|
|
Count or Density 3
|
6002 g/cc
|
|
Standard Count Moisture
|
19480 g/cc
|
|
Moisture Count 1
|
5266 g/cc
|
|
Moisture Count 2
|
5528 g/cc
|
|
Moisture Count 3
|
5799 g/cc
|
|
Sum of Count or Density
|
17810 g/cc
|
|
Average of Count or Density
|
5936.67 g/cc
|
|
Sum of Moisture Count
|
16593 g/cc
|
|
Average of Moisture Count
|
5531 g/cc
|
|
Calculated Percent Relative Compaction
|
95.9 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2025-04-02-38-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/17/2025
Date Tested: 04/02/2025
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
|
2.08
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
96
|
|
% Moisture
|
14.9 %
|
|
Optimum Moisture
|
13.4 %
|
