Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995005 DEA: 060X7004 EFIS: 0619000009
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63-5.8/L8.0
Work Description: COLD PLANE PAVEMENT, PLACE RHMA-G, MODIFY LIGHTING AND SIGNAL SYSTEM.
Location Description: TULARE COUNTY IN VISALIA FROM 0.2 MILE SOUTH OF CALDWELL AVENUE TO ROUTE 63/198 SEPARATION
Contractor Name: CAL VALLEY CONSTRUCTION, INC. (Angel Sandoval & Chris Grimm)
Contractor Address: 5125 N. Gates Ave, Suite 102, Fresno, CA 93722
Resident Engineer: Cesar Mandujano Structure Rep.: Unknown
DIME Sample ID: 2024-06-19-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 06/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Material - Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Josbsite
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 locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-06-19-34-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/20/2024
Date Tested: 06/20/2024
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
|
1696 g/cc
|
|
Count or Density 1
|
1354 g/cc
|
|
Count or Density 2
|
1314 g/cc
|
|
Count or Density 3
|
1327 g/cc
|
|
Standard Count Moisture
|
634 g/cc
|
|
Moisture Count 1
|
153 g/cc
|
|
Moisture Count 2
|
162 g/cc
|
|
Moisture Count 3
|
155 g/cc
|
|
Sum of Count or Density
|
3995 g/cc
|
|
Average of Count or Density
|
1332 g/cc
|
|
Sum of Moisture Count
|
470 g/cc
|
|
Average of Moisture Count
|
157 g/cc
|
|
Count Ratio Density
|
0.79
|
|
Count Ratio Moisture
|
0.25
|
|
Calculated Percent Relative Compaction
|
96.1 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2024-06-19-34-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/20/2024
Date Tested: 06/19/2024
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:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.19
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
