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Sample Record for 2025-09-16-62

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Project Information

Project ID: 214649 DEA: 07316004 EFIS: 0715000194 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: Hossein Sabbagh

Sample Information

DIME Sample ID: 2025-09-16-62
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: 09/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2025
The quantity of what the sample constitutes: 319 SY
A brief description of the sample: Embankment Native
From where was the sample collected: Job Site
Laboratory sample identification: 25-3048
Structure unique identifier:
Structure name: SR-14 NB Sta. 3722+29 - Sta. 3731+85
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: Embankment Native
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:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-09-16-62-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/24/2025
Date Tested: 09/16/2025
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 1.99
Highest adjust wet density 2.08
Relative compaction 96
% Moisture 3.6 %
Optimum Moisture 5.6 %

Test 2 of 2

DIME Test ID: 2025-09-16-62-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/24/2025
Date Tested: 09/16/2025
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 8483 g/cc
Count or Density 1 9558 g/cc
Count or Density 2 9678 g/cc
Count or Density 3 8326 g/cc
Standard Count Moisture 19369 g/cc
Moisture Count 1 1621 g/cc
Moisture Count 2 1610 g/cc
Moisture Count 3 2731 g/cc
Sum of Count or Density 27562 g/cc
Average of Count or Density 9187.33 g/cc
Sum of Moisture Count 5962 g/cc
Average of Moisture Count 1987.33 g/cc
Calculated Percent Relative Compaction 95.7 %
Reported Percent Relative Compaction 96 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-09-16-62-1CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages09/24/2025Not scheduledSoCal ReportsAlta Vista Solutions - Whittier