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Sample Record for 2024-01-25-50

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.: George Boules

Sample Information

DIME Sample ID: 2024-01-25-50
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: 01/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Native Material
From where was the sample collected: Source
Laboratory sample identification: 24-0230
Structure unique identifier:
Structure name:
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:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 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: 2024-01-25-50-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/01/2024
Date Tested: 01/25/2024
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:
Additional Comments When Verified:
Standard Count Density 8849 g/cc
Count or Density 1 8492 g/cc
Count or Density 2 8370 g/cc
Count or Density 3 8524 g/cc
Count or Density 4 8420 g/cc
Count or Density 5 8316 g/cc
Standard Count Moisture 19254 g/cc
Moisture Count 1 3794 g/cc
Moisture Count 2 3983 g/cc
Moisture Count 3 3762 g/cc
Moisture Count 4 3618 g/cc
Moisture Count 5 3720 g/cc
Sum of Count or Density 42122.00 g/cc
Average of Count or Density 8424.40 g/cc
Sum of Moisture Count 18877.00 g/cc
Average of Moisture Count 3775.40 g/cc
Calculated Percent Relative Compaction 95.4 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2024-01-25-50-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/01/2024
Date Tested: 01/25/2024
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:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.07
Highest adjust wet density 2.17
Relative compaction 95
% Moisture no data
Optimum Moisture no data