Print Report | Back to Sample Detail

Sample Record for 2023-06-23-55

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: 2023-06-23-55
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: 06/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2023
The quantity of what the sample constitutes: 13000 sqft
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 23-0934
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: 2023-06-23-55-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/07/2023
Date Tested: 06/28/2023
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 1899 g/cc
Count or Density 1 1902 g/cc
Count or Density 2 1845 g/cc
Count or Density 3 1867 g/cc
Count or Density 4 1833 g/cc
Count or Density 5 2084 g/cc
Standard Count Moisture 609 g/cc
Moisture Count 1 147 g/cc
Moisture Count 2 169 g/cc
Moisture Count 3 166 g/cc
Moisture Count 4 143 g/cc
Moisture Count 5 106 g/cc
Sum of Count or Density 9531.00 g/cc
Average of Count or Density 1906.00 g/cc
Sum of Moisture Count 731.00 g/cc
Average of Moisture Count 146.00 g/cc
Count Ratio Density 1.00
Count Ratio Moisture 0.24
Calculated Percent Relative Compaction 96.9 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2023-06-23-55-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/07/2023
Date Tested: 06/28/2023
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 2.17
Highest adjust wet density 2.24
Relative compaction 97
% Moisture 10.2 %
Optimum Moisture 12.2 %