Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-23.49
Work Description: BRIDGE REPAIR FOR BR #46 0192
Location Description: Tulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192.
Contractor Name: Yarbs Grading and Paving, Inc.
Contractor Address: P.O.Box 87 Fowler, CA 93625
Resident Engineer: Amir Zamanian Structure Rep.: Luis Guzman
DIME Sample ID: 2024-10-07-15
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: 10/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024
The quantity of what the sample constitutes: 40 lbs Import Borrow
A brief description of the sample: Import Borrow
From where was the sample collected: Job Site
Laboratory sample identification: 1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPCI
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 location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-10-07-15-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/09/2024
Date Tested: 10/07/2024
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: not applicable
Additional Comments When Verified:
|
Sum of Count or Density
|
4214 g/cc
|
|
Average of Count or Density
|
1405 g/cc
|
|
Sum of Moisture Count
|
581 g/cc
|
|
Average of Moisture Count
|
194 g/cc
|
|
Count Ratio Density
|
0.81
|
|
Count Ratio Moisture
|
0.3
|
|
Calculated Percent Relative Compaction
|
92 %
|
|
Reported Percent Relative Compaction
|
92 %
|
DIME Test ID: 2024-10-07-15-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/09/2024
Date Tested: 10/07/2024
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: not applicable
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.84
|
|
Highest adjust wet density
|
2
|
|
Relative compaction
|
92
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
