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Sample Record for 2023-11-15-19

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: 2023-11-15-19
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: 11/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2023
The quantity of what the sample constitutes: up to 2000 sq yd
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 140
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rte 46

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: 2023-11-15-19-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/16/2023
Date Tested: 11/16/2023
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: Sta 21+50 to 17+50 elevation: 0.9ft BFG Width: 55ft
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1909 g/cc
Count or Density 1 1219 g/cc
Count or Density 2 1350 g/cc
Count or Density 3 1317 g/cc
Count or Density 4 1290 g/cc
Count or Density 5 1323 g/cc
Standard Count Moisture 623 g/cc
Moisture Count 1 129 g/cc
Moisture Count 2 153 g/cc
Moisture Count 3 129 g/cc
Moisture Count 4 124 g/cc
Moisture Count 5 130 g/cc
Sum of Count or Density 6499 g/cc
Average of Count or Density 1300 g/cc
Sum of Moisture Count 665 g/cc
Average of Moisture Count 133 g/cc
Count Ratio Density 0.68
Count Ratio Moisture 0.21
Calculated Percent Relative Compaction 94.5 %
Reported Percent Relative Compaction 95 %