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Sample Record for 2023-04-13-9

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

Project Information

Project ID: 994078 DEA: 060X7604 EFIS: 0618000129 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-0.2/0.6
Work Description: INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY.
Location Description: KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET
Contractor Name: Granite Construction
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-04-13-9
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: 04/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2023
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: 6
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: EB Hwy 119 , Sta 55+60 to 62+90

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: 2023-04-13-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/13/2023
Date Tested: 04/13/2023
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: Eb Hwy 119 Sta 55+60 to 62+90 elevation: .65 ft BFG width: 8 ft - 17' probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1943 g/cc
Count or Density 1 748 g/cc
Count or Density 2 721 g/cc
Count or Density 3 792 g/cc
Count or Density 4 774 g/cc
Count or Density 5 757 g/cc
Standard Count Moisture 624 g/cc
Moisture Count 1 95 g/cc
Moisture Count 2 100 g/cc
Moisture Count 3 106 g/cc
Moisture Count 4 107 g/cc
Moisture Count 5 92 g/cc
Sum of Count or Density 3792.00 g/cc
Average of Count or Density 758.00 g/cc
Sum of Moisture Count 500.00 g/cc
Average of Moisture Count 100.00 g/cc
Count Ratio Density 0.39
Count Ratio Moisture 0.16
Calculated Percent Relative Compaction 98.3 %
Reported Percent Relative Compaction 98 %