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Sample Record for 2023-02-16-5

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Project Information

Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46-29.7/31.9
Work Description: CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location Description: KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Trever Shiplee Structure Rep.: Gabriel Macias

Sample Information

DIME Sample ID: 2023-02-16-5
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: 02/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Imported Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 233
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sta 193+80 to 194+80

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: 2023-02-16-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/16/2023
Date Tested: 02/16/2023
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: East Embankment Backfill (within 120 ft of structure) sta 193+80 to 194+80 elevation 319.5 ft width 120 ft probe 6"
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1707 g/cc
Count or Density 1 1553 g/cc
Count or Density 2 1413 g/cc
Count or Density 3 1510 g/cc
Count or Density 4 1638 g/cc
Count or Density 5 1484 g/cc
Standard Count Moisture 652 g/cc
Moisture Count 1 154 g/cc
Moisture Count 2 199 g/cc
Moisture Count 3 170 g/cc
Moisture Count 4 163 g/cc
Moisture Count 5 166 g/cc
Sum of Count or Density 7598.00 g/cc
Average of Count or Density 1520.00 g/cc
Sum of Moisture Count 852.00 g/cc
Average of Moisture Count 170.00 g/cc
Count Ratio Density 0.89
Count Ratio Moisture 0.26
Calculated Percent Relative Compaction 95.6 %
Reported Percent Relative Compaction 96 %