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: 2025-09-30-18
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: 09/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2025
The quantity of what the sample constitutes: native soil
A brief description of the sample: 40 lbs native soil
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: 2025-09-30-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/01/2025
Date Tested: 09/30/2025
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
1615 g/cc
|
|
Count or Density 1
|
2.06 g/cc
|
|
Count or Density 2
|
2.11 g/cc
|
|
Count or Density 3
|
2.08 g/cc
|
|
Count or Density 4
|
2.1 g/cc
|
|
Count or Density 5
|
2.08 g/cc
|
|
Standard Count Moisture
|
648 g/cc
|
|
Moisture Count 1
|
0.25 g/cc
|
|
Moisture Count 2
|
0.24 g/cc
|
|
Moisture Count 3
|
0.26 g/cc
|
|
Moisture Count 4
|
0.27 g/cc
|
|
Moisture Count 5
|
0.24 g/cc
|
|
Sum of Count or Density
|
10.43 g/cc
|
|
Average of Count or Density
|
2.09 g/cc
|
|
Sum of Moisture Count
|
1.26 g/cc
|
|
Average of Moisture Count
|
0.25 g/cc
|
|
Calculated Percent Relative Compaction
|
98.6 %
|
|
Reported Percent Relative Compaction
|
99 %
|
DIME Test ID: 2025-09-30-18-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/01/2025
Date Tested: 09/30/2025
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: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.09
|
|
Highest adjust wet density
|
2.12
|
|
Relative compaction
|
99
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
