Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000748 DEA: 060X2404 EFIS: 0618000043
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-33-21.8/39.8
Work Description: STRUCTURAL CONCRETE AND RCP DRAINAGE CULVERTS.
Location Description: KERN COUNTY AT VARIOUS LOCATIONS FROM 0.9 MILE SOUTH OF HENRY ROAD TO 0.2 MILE NORTH OF CYMRIC ROAD (NORTH)
Contractor Name: DOJA, INC.
Contractor Address: 5050 Mission Blvd, 5050 W. Mission Blvd, Ontario, CA 91762
Resident Engineer: Bob Decker Structure Rep.: Albert Heredia
DIME Sample ID: 2025-09-04-31
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: 09/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2025
The quantity of what the sample constitutes: 40 lbs class 2 AB
A brief description of the sample: Class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Golden Empire - Bakersfield
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: 2025-09-04-31-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/05/2025
Date Tested: 09/04/2025
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
|
1626 g/cc
|
|
Count or Density 1
|
2.25 g/cc
|
|
Count or Density 2
|
2.22 g/cc
|
|
Count or Density 3
|
2.21 g/cc
|
|
Standard Count Moisture
|
649 g/cc
|
|
Moisture Count 1
|
0.1 g/cc
|
|
Moisture Count 2
|
0.1 g/cc
|
|
Moisture Count 3
|
0.08 g/cc
|
|
Sum of Count or Density
|
6.68 g/cc
|
|
Average of Count or Density
|
2.23 g/cc
|
|
Sum of Moisture Count
|
0.28 g/cc
|
|
Average of Moisture Count
|
0.09 g/cc
|
|
Calculated Percent Relative Compaction
|
99.6 %
|
|
Reported Percent Relative Compaction
|
100 %
|
DIME Test ID: 2025-09-04-31-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/05/2025
Date Tested: 09/05/2025
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
|
2.23
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
100
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
