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Sample Record for 2023-07-12-28

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

Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-12-28
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: Soil
Sample Taken Date: 07/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/12/2023
The quantity of what the sample constitutes: 13000 sqft
A brief description of the sample: Subgrade - Native Soil
From where was the sample collected: Job Site
Laboratory sample identification: 23-1034
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: n/a

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
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:

Test Results

Test 1 of 2

DIME Test ID: 2023-07-12-28-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/14/2023
Date Tested: 07/12/2023
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 1488 g/cc
Count or Density 1 1628 g/cc
Count or Density 2 1567 g/cc
Count or Density 3 1461 g/cc
Count or Density 4 1504 g/cc
Count or Density 5 1760 g/cc
Standard Count Moisture 631 g/cc
Moisture Count 1 134 g/cc
Moisture Count 2 182 g/cc
Moisture Count 3 137 g/cc
Moisture Count 4 190 g/cc
Moisture Count 5 183 g/cc
Sum of Count or Density 7920.00 g/cc
Average of Count or Density 1584.00 g/cc
Sum of Moisture Count 826.00 g/cc
Average of Moisture Count 165.00 g/cc
Count Ratio Density 1.06
Count Ratio Moisture 0.26
Calculated Percent Relative Compaction 95.4 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2023-07-12-28-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/14/2023
Date Tested: 07/12/2023
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 2.06
Highest adjust wet density 2.16
Relative compaction 95
% Moisture 12.6 %
Optimum Moisture 14.6 %