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Sample Record for 2025-01-24-13

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

Project Information

Project ID: 995449 DEA: 07349504 EFIS: 0718000161 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2,5,101,170-Var
Work Description: INSTALL NEW TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 134/170 SEPARATION TO ROUTE 170/5 SEPARATION
Contractor Name: ALFARO COMMUNICATIONS CONSTRUCTION, INC.
Contractor Address: 15614 South Atlantic Avenue, Compton, CA 90221
Resident Engineer: Kevin Bui Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-01-24-13
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: 01/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2025
The quantity of what the sample constitutes: 146 SY
A brief description of the sample: Class 3 Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-0307
Structure unique identifier:
Structure name: MVP 9 NB 170 Roscoe Bl. On-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: Class 3 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:

Test Results

Test 1 of 2

DIME Test ID: 2025-01-24-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/28/2025
Date Tested: 01/24/2025
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 10720 g/cc
Count or Density 1 5814 g/cc
Count or Density 2 6003 g/cc
Count or Density 3 6670 g/cc
Standard Count Moisture 19320 g/cc
Moisture Count 1 2199 g/cc
Moisture Count 2 2717 g/cc
Moisture Count 3 2115 g/cc
Sum of Count or Density 18487 g/cc
Average of Count or Density 6162.33 g/cc
Sum of Moisture Count 7031 g/cc
Average of Moisture Count 2343.67 g/cc
Calculated Percent Relative Compaction 97.8 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2025-01-24-13-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/28/2025
Date Tested: 01/24/2025
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 2.24
Highest adjust wet density 2.29
Relative compaction 98
% Moisture 3.7 %
Optimum Moisture 7.7 %