Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994084 DEA: 060U8804 EFIS: 0616000074
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-26.3/27.6
Work Description: CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location Description: ON STATE ROUTE 99
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Alberto Lopez Structure Rep.: Vicente Sanchez
DIME Sample ID: 2023-12-26-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 12/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/26/2023
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification:
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: 2023-12-26-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/02/2024
Date Tested: 01/02/2024
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: Commercial Ave Abut # 1 Sta 27+80 to 27+30 Elevation: 260.75ft width: 335 ft
Test Result Compliance: complies
Additional Comments When Verified:
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Is oversize material
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No
|
|
In-place wet density
|
2.01
|
|
Highest adjust wet density
|
2.1
|
|
Relative compaction
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96
|
|
% Moisture
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no data
|
|
Optimum Moisture
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no data
|
DIME Test ID: 2023-12-26-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/02/2024
Date Tested: 12/26/2023
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: Commercial Ave Abut # 1 Sta 27+80 to 27+30 Elevation: 260.75ft width: 335 ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1707 g/cc
|
|
Count or Density 1
|
1093 g/cc
|
|
Count or Density 2
|
1044 g/cc
|
|
Count or Density 3
|
1060 g/cc
|
|
Count or Density 4
|
1238 g/cc
|
|
Count or Density 5
|
1145 g/cc
|
|
Standard Count Moisture
|
636 g/cc
|
|
Moisture Count 1
|
194 g/cc
|
|
Moisture Count 2
|
202 g/cc
|
|
Moisture Count 3
|
211 g/cc
|
|
Moisture Count 4
|
217 g/cc
|
|
Moisture Count 5
|
192 g/cc
|
|
Sum of Count or Density
|
5580 g/cc
|
|
Average of Count or Density
|
1116 g/cc
|
|
Sum of Moisture Count
|
1016 g/cc
|
|
Average of Moisture Count
|
203 g/cc
|
|
Count Ratio Density
|
0.65
|
|
Count Ratio Moisture
|
0.32
|
|
Calculated Percent Relative Compaction
|
95.7 %
|
|
Reported Percent Relative Compaction
|
96 %
|
