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Sample Record for 2023-04-11-16

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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: 2023-04-11-16
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: 04/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Native Soil- sitty FM sand mod. clay and gravel
From where was the sample collected: Job Site
Laboratory sample identification: 39
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sta 54+00 to 56+70

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

Test 1 of 2

DIME Test ID: 2023-04-11-16-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/11/2023
Date Tested: 04/11/2023
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 End 184 leg Sta 54+00 to 56+70 elevation: 1.7 ft BFG width 24 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1958 g/cc
Count or Density 1 928 g/cc
Count or Density 2 981 g/cc
Count or Density 3 963 g/cc
Standard Count Moisture 628 g/cc
Moisture Count 1 143 g/cc
Moisture Count 2 101 g/cc
Moisture Count 3 136 g/cc
Sum of Count or Density 2872.00 g/cc
Average of Count or Density 957.00 g/cc
Sum of Moisture Count 380.00 g/cc
Average of Moisture Count 127.00 g/cc
Count Ratio Density 0.49
Count Ratio Moisture 0.20
Calculated Percent Relative Compaction 97.3 %
Reported Percent Relative Compaction 97 %

Test 2 of 2

DIME Test ID: 2023-04-11-16-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/11/2023
Date Tested: 04/11/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.20
Highest adjust wet density 2.26
Relative compaction 97
% Moisture 7.8 %
Optimum Moisture 9.8 %