Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-17.5
Work Description: MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A).
Location Description: KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: James Burford Structure Rep.: Albert Heredia
DIME Sample ID: 2025-11-26-5
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: 11/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/26/2025
The quantity of what the sample constitutes: Native material
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: Native
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: 2025-11-26-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/26/2025
Date Tested: 11/26/2025
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:
Additional Comments When Verified:
|
Standard Count Density
|
1590 g/cc
|
|
Count or Density 1
|
2.09 g/cc
|
|
Count or Density 2
|
2.134 g/cc
|
|
Count or Density 3
|
2.083 g/cc
|
|
Standard Count Moisture
|
649 g/cc
|
|
Moisture Count 1
|
0.345 g/cc
|
|
Moisture Count 2
|
0.344 g/cc
|
|
Moisture Count 3
|
0.248 g/cc
|
|
Sum of Count or Density
|
6.31 g/cc
|
|
Average of Count or Density
|
2.1 g/cc
|
|
Sum of Moisture Count
|
0.94 g/cc
|
|
Average of Moisture Count
|
0.31 g/cc
|
|
Calculated Percent Relative Compaction
|
92.9 %
|
|
Reported Percent Relative Compaction
|
93 %
|
DIME Test ID: 2025-11-26-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/26/2025
Date Tested: 11/26/2025
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:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.1
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
93
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
