Sample Record for 2022-06-28-24
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: 2022-06-28-24
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 06/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2022
The quantity of what the sample constitutes: 14,612
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-1587
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Existing Subgrade
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: In-placed material
Where the material sample would have been placed if not sampled:
Test Results
Test 1 of 3
DIME Test ID: 2022-06-28-24-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
This test has been superseded on 07/05/2022. The corrected test ID is: 2022-06-28-24-2
Reason: retested
Test 2 of 3
DIME Test ID: 2022-06-28-24-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/05/2022
Date Tested: 06/28/2022
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
General Comments for this Test: In-place wet density of 2.09 vs maximum wet density of 2.19.
The test was superseded from test ID: 2022-06-28-24-1
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.09
|
Highest adjust wet density
|
2.19
|
Relative compaction
|
95
|
% Moisture
|
10.7 %
|
Optimum Moisture
|
12.7 %
|
Test 3 of 3
DIME Test ID: 2022-06-28-24-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/05/2022
Date Tested: 06/28/2022
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
General Comments for this Test: In-place wet density of 2.09 vs maximum wet density of 2.19.
Test Result Compliance:
Additional Comments When Verified:
Sum of Count or Density
|
no data
|
Average of Count or Density
|
no data
|
Sum of Moisture Count
|
no data
|
Average of Moisture Count
|
no data
|
Count Ratio Density
|
no data
|
Count Ratio Moisture
|
no data
|
Calculated Percent Relative Compaction
|
95.3 %
|
Reported Percent Relative Compaction
|
95 %
|