Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995440 DEA: 060Q2814 EFIS: 0618000145
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-23.6/R28.4
Work Description: Replacement planting
Location Description:
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 E BIRCH STREET, BREA, CA 92821
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
DIME Sample ID: 2024-08-16-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 08/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Soil for Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite
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: 2024-08-16-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/16/2024
Date Tested: 08/16/2024
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
|
1573 g/cc
|
|
Count or Density 1
|
924 g/cc
|
|
Count or Density 2
|
952 g/cc
|
|
Count or Density 3
|
750 g/cc
|
|
Standard Count Moisture
|
613 g/cc
|
|
Moisture Count 1
|
155 g/cc
|
|
Moisture Count 2
|
116 g/cc
|
|
Moisture Count 3
|
155 g/cc
|
|
Sum of Count or Density
|
2626 g/cc
|
|
Average of Count or Density
|
875 g/cc
|
|
Sum of Moisture Count
|
426 g/cc
|
|
Average of Moisture Count
|
142 g/cc
|
|
Count Ratio Density
|
0.56
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
94.1 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2024-08-16-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/16/2024
Date Tested: 08/16/2024
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
|
2.08
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
94
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
