Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215425 DEA: 06360244 EFIS: 0613000005
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2025-03-24-58
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 03/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2025
The quantity of what the sample constitutes: CTM 231 Sample Site
A brief description of the sample: RCL2AB
From where was the sample collected: Job Site
Laboratory sample identification: 664
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Fresno
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 Sample Site
Where the material sample would have been placed if not sampled:
DIME Test ID: 2025-03-24-58-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/07/2025
Date Tested: 03/24/2025
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
5386 g/cc
|
|
Average of Count or Density
|
1795 g/cc
|
|
Sum of Moisture Count
|
337 g/cc
|
|
Average of Moisture Count
|
112 g/cc
|
|
Count Ratio Density
|
2.15
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
96 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2025-03-24-58-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/07/2025
Date Tested: 03/24/2025
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.15
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
96
|
|
% Moisture
|
7.5 %
|
|
Optimum Moisture
|
no data
|
