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Sample Record for 2024-12-12-18

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

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: 2024-12-12-18
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: 12/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2024
The quantity of what the sample constitutes: 1992 SY
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 24-3852
Structure unique identifier:
Structure name: Southbound SR-14 outside lane and shoulder between Avenue M and Avenue N
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: 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: 2024-12-12-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/20/2024
Date Tested: 12/12/2024
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 2958 g/cc
Count or Density 1 3254 g/cc
Count or Density 2 3466 g/cc
Count or Density 3 3223 g/cc
Count or Density 4 3388 g/cc
Count or Density 5 3285 g/cc
Standard Count Moisture 1091 g/cc
Moisture Count 1 202 g/cc
Moisture Count 2 166 g/cc
Moisture Count 3 221 g/cc
Moisture Count 4 187 g/cc
Moisture Count 5 214 g/cc
Sum of Count or Density 16616 g/cc
Average of Count or Density 3323.2 g/cc
Sum of Moisture Count 990 g/cc
Average of Moisture Count 198 g/cc
Calculated Percent Relative Compaction 95.3 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2024-12-12-18-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/20/2024
Date Tested: 12/12/2024
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 2.03
Highest adjust wet density 2.13
Relative compaction 95
% Moisture 6.3 %
Optimum Moisture 7.8 %