Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994758 DEA: 061E6704 EFIS: 0622000081
QA Service Level: 1
DIST-CO-RTE-PM: 06---
Work Description:
Location Description:
Contractor Name: MARINA LANDSCAPE INC.
Contractor Address: Unknown
Resident Engineer: Travis Landas Structure Rep.: Unknown
DIME Sample ID: 2024-10-18-6
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: 10/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2024
The quantity of what the sample constitutes: 40 lbs Decomposed Granite
A brief description of the sample: Deeomposed Granite
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 location
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-10-18-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/18/2024
Date Tested: 10/18/2024
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: does not comply
Additional Comments When Verified:
Standard Count Density
|
1865 g/cc
|
Count or Density 1
|
2865 g/cc
|
Count or Density 2
|
2741 g/cc
|
Count or Density 3
|
2836 g/cc
|
Standard Count Moisture
|
627 g/cc
|
Moisture Count 1
|
59 g/cc
|
Moisture Count 2
|
66 g/cc
|
Moisture Count 3
|
57 g/cc
|
Sum of Count or Density
|
8442 g/cc
|
Average of Count or Density
|
2814 g/cc
|
Sum of Moisture Count
|
182 g/cc
|
Average of Moisture Count
|
61 g/cc
|
Count Ratio Density
|
1.51
|
Count Ratio Moisture
|
0.1
|
Calculated Percent Relative Compaction
|
84.5 %
|
Reported Percent Relative Compaction
|
85 %
|
DIME Test ID: 2024-10-18-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/18/2024
Date Tested: 10/18/2024
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: does not comply
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
1.80
|
Highest adjust wet density
|
2.13
|
Relative compaction
|
85
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|