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: 2024-03-29-16
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: 03/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2024
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: 2024-03-29-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/01/2024
Date Tested: 03/29/2024
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: ABUT #3 Sta 31+75 to 32+25 elevation: 21.5ft BFG
width: 305 ft
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
1776 g/cc
|
Count or Density 1
|
893 g/cc
|
Count or Density 2
|
869 g/cc
|
Count or Density 3
|
992 g/cc
|
Count or Density 4
|
903 g/cc
|
Count or Density 5
|
888 g/cc
|
Standard Count Moisture
|
656 g/cc
|
Moisture Count 1
|
230 g/cc
|
Moisture Count 2
|
207 g/cc
|
Moisture Count 3
|
156 g/cc
|
Moisture Count 4
|
215 g/cc
|
Moisture Count 5
|
223 g/cc
|
Sum of Count or Density
|
4545.00 g/cc
|
Average of Count or Density
|
909.00 g/cc
|
Sum of Moisture Count
|
1031.00 g/cc
|
Average of Moisture Count
|
206.00 g/cc
|
Count Ratio Density
|
0.51
|
Count Ratio Moisture
|
0.31
|
Calculated Percent Relative Compaction
|
97.7 %
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2024-03-29-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/01/2024
Date Tested: 03/29/2024
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: ABUT #3 Sta 31+75 to 32+25 elevation: 21.5ft BFG
width: 305 ft
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.12
|
Highest adjust wet density
|
2.17
|
Relative compaction
|
98
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|