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: 2024-10-14-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 10/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2024
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: 2
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: 2024-10-14-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/14/2024
Date Tested: 10/14/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1675 g/cc
|
|
Count or Density 1
|
1320 g/cc
|
|
Count or Density 2
|
1381 g/cc
|
|
Count or Density 3
|
1336 g/cc
|
|
Standard Count Moisture
|
634 g/cc
|
|
Moisture Count 1
|
108 g/cc
|
|
Moisture Count 2
|
116 g/cc
|
|
Moisture Count 3
|
107 g/cc
|
|
Sum of Count or Density
|
4037 g/cc
|
|
Average of Count or Density
|
1346 g/cc
|
|
Sum of Moisture Count
|
331 g/cc
|
|
Average of Moisture Count
|
110 g/cc
|
|
Count Ratio Density
|
0.8
|
|
Count Ratio Moisture
|
0.17
|
|
Calculated Percent Relative Compaction
|
96.7 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-10-14-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/14/2024
Date Tested: 10/14/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Is oversize material
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No
|
|
In-place wet density
|
2.29
|
|
Highest adjust wet density
|
2.37
|
|
Relative compaction
|
97
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
