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Sample Record for 2024-10-07-10

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

Project Information

Project ID: 994976 DEA: 060X3304 EFIS: 0618000055 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-R0.0/4.4
Work Description: REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE.
Location Description: KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Joy Denny Structure Rep.: Travis Landas

Sample Information

DIME Sample ID: 2024-10-07-10
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: 10/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2024
The quantity of what the sample constitutes: 40 lbs 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: Collected at 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 on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-10-07-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/08/2024
Date Tested: 10/08/2024
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: complies
Additional Comments When Verified:
Standard Count Density 1571 g/cc
Count or Density 1 1205 g/cc
Count or Density 2 1313 g/cc
Count or Density 3 1284 g/cc
Count or Density 4 1182 g/cc
Count or Density 5 1001 g/cc
Standard Count Moisture 614 g/cc
Moisture Count 1 147 g/cc
Moisture Count 2 128 g/cc
Moisture Count 3 123 g/cc
Moisture Count 4 121 g/cc
Moisture Count 5 149 g/cc
Sum of Count or Density 5985 g/cc
Average of Count or Density 1197 g/cc
Sum of Moisture Count 668 g/cc
Average of Moisture Count 134 g/cc
Count Ratio Density 0.76
Count Ratio Moisture 0.22
Calculated Percent Relative Compaction 95.1 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2024-10-07-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/08/2024
Date Tested: 10/08/2024
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: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.17
Highest adjust wet density 2.28
Relative compaction 95
% Moisture no data
Optimum Moisture no data