Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995242 DEA: 060Y1304 EFIS: 0619000010
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-33-40.4/59.3
Work Description: COLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS.
Location Description: KERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 5127,, Bakersfield, CA 93388-5127
Resident Engineer: Jake Garcia Structure Rep.: Albert Heredia
DIME Sample ID: 2025-05-19-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 05/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2025
The quantity of what the sample constitutes: 35 lbs native soil
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite
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: 2025-05-19-8-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/19/2025
Date Tested: 05/19/2025
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
|
1830 g/cc
|
|
Count or Density 1
|
2753 g/cc
|
|
Count or Density 2
|
2684 g/cc
|
|
Count or Density 3
|
2654 g/cc
|
|
Standard Count Moisture
|
627 g/cc
|
|
Moisture Count 1
|
114 g/cc
|
|
Moisture Count 2
|
121 g/cc
|
|
Moisture Count 3
|
140 g/cc
|
|
Sum of Count or Density
|
8091 g/cc
|
|
Average of Count or Density
|
2697 g/cc
|
|
Sum of Moisture Count
|
375 g/cc
|
|
Average of Moisture Count
|
125 g/cc
|
|
Count Ratio Density
|
1.47
|
|
Count Ratio Moisture
|
0.2
|
|
Calculated Percent Relative Compaction
|
90.2 %
|
|
Reported Percent Relative Compaction
|
90 %
|
DIME Test ID: 2025-05-19-8-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/19/2025
Date Tested: 05/19/2025
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: failed at 1st point
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
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No
|
|
In-place wet density
|
1.65
|
|
Highest adjust wet density
|
1.83
|
|
Relative compaction
|
90
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
