Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-07-19-21
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: 07/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2022
The quantity of what the sample constitutes: 7,800 Sq. Ft.
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-1834
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Existing Subgrade
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:
DIME Test ID: 2022-07-19-21-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/20/2022
Date Tested: 07/19/2022
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 2.12 vs maximum wet density of 2.23.
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.12
|
|
Highest adjust wet density
|
2.23
|
|
Relative compaction
|
95
|
|
% Moisture
|
14.1 %
|
|
Optimum Moisture
|
13.1 %
|
DIME Test ID: 2022-07-19-21-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/20/2022
Date Tested: 07/19/2022
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 2.12 vs maximum wet density of 2.23.
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
|
95.1 %
|
|
Reported Percent Relative Compaction
|
95 %
|
