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Sample Record for 2023-04-26-22

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

Project Information

Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-L0.9/L1.1
Work Description: PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location Description: KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Jose Quiroz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-04-26-22
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 04/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification: 49
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sta 60+44 to 55+94

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: Test holes at jobsite
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-04-26-22-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/26/2023
Date Tested: 04/26/2023
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: North leg Hwy 184 sta 60+44 to 55+94 elevation .75' BFG width 40 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1942 g/cc
Count or Density 1 889 g/cc
Count or Density 2 542 g/cc
Count or Density 3 807 g/cc
Count or Density 4 813 g/cc
Count or Density 5 867 g/cc
Standard Count Moisture 629 g/cc
Moisture Count 1 125 g/cc
Moisture Count 2 134 g/cc
Moisture Count 3 128 g/cc
Moisture Count 4 147 g/cc
Moisture Count 5 118 g/cc
Sum of Count or Density 3918.00 g/cc
Average of Count or Density 784.00 g/cc
Sum of Moisture Count 652.00 g/cc
Average of Moisture Count 130.00 g/cc
Count Ratio Density 0.40
Count Ratio Moisture 0.21
Calculated Percent Relative Compaction 100 %
Reported Percent Relative Compaction 100 %