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Sample Record for 2024-08-09-3

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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: 2024-08-09-3
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: 08/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2024
The quantity of what the sample constitutes: 40 lbs Class 2AB
A brief description of the sample: Class2 AB
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

Test 1 of 1

DIME Test ID: 2024-08-09-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/09/2024
Date Tested: 08/09/2024
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 1572 g/cc
Count or Density 1 1279 g/cc
Count or Density 2 1152 g/cc
Count or Density 3 1129 g/cc
Count or Density 4 1105 g/cc
Count or Density 5 1142 g/cc
Standard Count Moisture 608 g/cc
Moisture Count 1 143 g/cc
Moisture Count 2 148 g/cc
Moisture Count 3 160 g/cc
Moisture Count 4 147 g/cc
Moisture Count 5 144 g/cc
Sum of Count or Density 5807 g/cc
Average of Count or Density 1161 g/cc
Sum of Moisture Count 742 g/cc
Average of Moisture Count 148 g/cc
Count Ratio Density 0.74
Count Ratio Moisture 0.24
Calculated Percent Relative Compaction 96.9 %
Reported Percent Relative Compaction 97 %