Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001288 DEA: 041X1004 EFIS: 0424000249
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-9-4.0
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Gene Earl Malonzo Structure Rep.: Unknown
DIME Sample ID: 2025-06-27-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - San Jose Construction Field Laboratory
Sample Organization Contact: (510) 385-8171
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 06/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2025
The quantity of what the sample constitutes: 2600g
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: SJ-062725-SG1
Structure unique identifier:
Structure name: Hwy 9 "SC9" Line Rt NW Shoulder Emergency Job Slope
The fabricator/manufacturer/facility name: Native Material
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: Jobsite - Compacted Native Subgrade
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-06-27-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/30/2025
Date Tested: 06/27/2025
Submitted By Organization: CT D04 - San Jose Construction Field Laboratory
Organization Address: 1007 Knox Avenue,
Organization City: San Jose
Organization State: CA
Organization Zipcode: 95122
Organization Email: fernando.vega@dot.ca.gov
Organization Phone: (510) 385-8171
General Comments for this Test: Hwy 9 "SC9" Line Rt NW Shoulder Emergency Job Slope
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
107850 g/cc
|
|
Average of Count or Density
|
35950 g/cc
|
|
Sum of Moisture Count
|
8633 g/cc
|
|
Average of Moisture Count
|
2878 g/cc
|
|
Calculated Percent Relative Compaction
|
96.1 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2025-06-27-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/30/2025
Date Tested: 06/27/2025
Submitted By Organization: CT D04 - San Jose Construction Field Laboratory
Organization Address: 1007 Knox Avenue,
Organization City: San Jose
Organization State: CA
Organization Zipcode: 95122
Organization Email: fernando.vega@dot.ca.gov
Organization Phone: (510) 385-8171
General Comments for this Test: Hwy 9 "SC9" Line Rt NW Shoulder Emergency Job Slope
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.26
|
|
Highest adjust wet density
|
2.35
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
