Sample Record for 2026-02-26-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya
Sample Information
DIME Sample ID: 2026-02-26-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 02/26/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2026
The quantity of what the sample constitutes: 50 lbs native material
A brief description of the sample: Native Backfill for Drainage system
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: jobsite
Material Information
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:
Test Results
Test 1 of 2
DIME Test ID: 2026-02-26-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/26/2026
Date Tested: 02/26/2026
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
|
1809 g/cc
|
|
Count or Density 1
|
2.2 g/cc
|
|
Count or Density 2
|
2.13 g/cc
|
|
Count or Density 3
|
2.19 g/cc
|
|
Standard Count Moisture
|
622 g/cc
|
|
Moisture Count 1
|
0.23 g/cc
|
|
Moisture Count 2
|
0.25 g/cc
|
|
Moisture Count 3
|
0.18 g/cc
|
|
Sum of Count or Density
|
6.52 g/cc
|
|
Average of Count or Density
|
2.17 g/cc
|
|
Sum of Moisture Count
|
0.66 g/cc
|
|
Average of Moisture Count
|
0.22 g/cc
|
|
Calculated Percent Relative Compaction
|
92.3 %
|
|
Reported Percent Relative Compaction
|
92 %
|
Test 2 of 2
DIME Test ID: 2026-02-26-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/26/2026
Date Tested: 02/26/2026
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
|
2.17
|
|
Highest adjust wet density
|
2.35
|
|
Relative compaction
|
92
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|