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Sample Record for 2025-03-31-14

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2025-03-31-14
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: 03/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/31/2025
The quantity of what the sample constitutes: 21 SY
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 25-0972
Structure unique identifier:
Structure name: Mulholland Dr ADA Ramp C-4 / North East Ramp
The fabricator/manufacturer/facility name: N/A

Material Information

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:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-03-31-14-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/11/2025
Date Tested: 03/31/2025
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: does not comply
Additional Comments When Verified:
Standard Count Density 29392 g/cc
Count or Density 1 49718 g/cc
Count or Density 2 52770 g/cc
Count or Density 3 48344 g/cc
Standard Count Moisture 9576 g/cc
Moisture Count 1 4338 g/cc
Moisture Count 2 3868 g/cc
Moisture Count 3 4024 g/cc
Sum of Count or Density 150832 g/cc
Average of Count or Density 50277.33 g/cc
Sum of Moisture Count 12230 g/cc
Average of Moisture Count 4076.67 g/cc
Calculated Percent Relative Compaction 89.4 %
Reported Percent Relative Compaction 89 %

Test 2 of 2

DIME Test ID: 2025-03-31-14-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/11/2025
Date Tested: 03/31/2025
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: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.94
Highest adjust wet density 2.17
Relative compaction 89
% Moisture 23.6 %
Optimum Moisture 19.6 %