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: Javier Huerta Structure Rep.: Travis Landas
DIME Sample ID: 2024-01-31-8
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: 01/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Borrow
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: 2024-01-31-8-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/31/2024
Date Tested: 01/31/2024
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: 267.70ft width: 275ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1763 g/cc
|
|
Count or Density 1
|
841 g/cc
|
|
Count or Density 2
|
893 g/cc
|
|
Count or Density 3
|
905 g/cc
|
|
Count or Density 4
|
822 g/cc
|
|
Count or Density 5
|
909 g/cc
|
|
Standard Count Moisture
|
652 g/cc
|
|
Moisture Count 1
|
203 g/cc
|
|
Moisture Count 2
|
209 g/cc
|
|
Moisture Count 3
|
174 g/cc
|
|
Moisture Count 4
|
178 g/cc
|
|
Moisture Count 5
|
217 g/cc
|
|
Sum of Count or Density
|
4370.00 g/cc
|
|
Average of Count or Density
|
874.00 g/cc
|
|
Sum of Moisture Count
|
981.00 g/cc
|
|
Average of Moisture Count
|
196.00 g/cc
|
|
Count Ratio Density
|
0.50
|
|
Count Ratio Moisture
|
0.30
|
|
Calculated Percent Relative Compaction
|
95.5 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2024-01-31-8-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/31/2024
Date Tested: 01/31/2024
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: 267.70ft width: 275ft
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.14
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
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no data
|
