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Sample Record for 2024-05-29-22

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

Project Information

Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,-46-26.1/30.2
Work Description: CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location Description: KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: JAKE GARCIA Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-29-22
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: 05/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2024
The quantity of what the sample constitutes: Native Soil
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: Granite Solari

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): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-05-29-22-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road, Suite 100,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: 661-549-8281
This test has been superseded on 05/30/2024. The corrected test ID is: 2024-05-29-22-3
Reason: retested

Test 2 of 3

DIME Test ID: 2024-05-29-22-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/30/2024
Date Tested: 05/30/2024
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 1.94
Highest adjust wet density 2.06
Relative compaction 94
% Moisture no data
Optimum Moisture no data

Test 3 of 3

DIME Test ID: 2024-05-29-22-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/30/2024
Date Tested: 05/29/2024
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: EB Hwy 46, Sta 96+00 to 98+00 elevation: 1.6ft BFG 31ft wX200ft length
The test was superseded from test ID: 2024-05-29-22-1
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density 1867 g/cc
Count or Density 1 1909 g/cc
Count or Density 2 1931 g/cc
Count or Density 3 1665 g/cc
Standard Count Moisture 623 g/cc
Moisture Count 1 111 g/cc
Moisture Count 2 103 g/cc
Moisture Count 3 125 g/cc
Sum of Count or Density 5505 g/cc
Average of Count or Density 1835 g/cc
Sum of Moisture Count 339 g/cc
Average of Moisture Count 113 g/cc
Count Ratio Density 0.98
Count Ratio Moisture 0.18
Calculated Percent Relative Compaction 94.17 %
Reported Percent Relative Compaction 94 %