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Sample Record for 2025-09-22-6

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2025-09-22-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 09/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2025
The quantity of what the sample constitutes: Class 2 AB
A brief description of the sample: 40lbs class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite

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 on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-09-22-6-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/23/2025
Date Tested: 09/22/2025
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 1621 g/cc
Count or Density 1 2.15 g/cc
Count or Density 2 2.19 g/cc
Count or Density 3 2.2 g/cc
Count or Density 4 2.13 g/cc
Count or Density 5 2.12 g/cc
Standard Count Moisture 650 g/cc
Moisture Count 1 0.23 g/cc
Moisture Count 2 0.23 g/cc
Moisture Count 3 0.25 g/cc
Moisture Count 4 0.18 g/cc
Moisture Count 5 0.18 g/cc
Sum of Count or Density 10.79 g/cc
Average of Count or Density 2.16 g/cc
Sum of Moisture Count 1.07 g/cc
Average of Moisture Count 0.21 g/cc
Calculated Percent Relative Compaction 97.7 %
Reported Percent Relative Compaction 98 %

Test 2 of 2

DIME Test ID: 2025-09-22-6-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/23/2025
Date Tested: 09/22/2025
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 2.16
Highest adjust wet density 2.21
Relative compaction 98
% Moisture no data
Optimum Moisture no data