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Sample Record for 2024-05-31-10

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

Project Information

Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-0.0/10.2
Work Description: COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location Description: KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 12200 Bloomfield Ave, Santa Fe Springs, CA 90670
Resident Engineer: Kayode Arowosegbe Structure Rep.: Travis Landis

Sample Information

DIME Sample ID: 2024-05-31-10
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: 05/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2024
The quantity of what the sample constitutes: 40 lbs Native Soil
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite

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: CTM 231 test location
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2024-05-31-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/31/2024
Date Tested: 05/31/2024
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: does not comply
Additional Comments When Verified:
Standard Count Density 1666 g/cc
Count or Density 1 3227 g/cc
Count or Density 2 2887 g/cc
Count or Density 3 2133 g/cc
Standard Count Moisture 651 g/cc
Moisture Count 1 208 g/cc
Moisture Count 2 199 g/cc
Moisture Count 3 183 g/cc
Sum of Count or Density 8247.00 g/cc
Average of Count or Density 2749.00 g/cc
Sum of Moisture Count 590.00 g/cc
Average of Moisture Count 197.00 g/cc
Count Ratio Density 1.65
Count Ratio Moisture 0.30
Calculated Percent Relative Compaction 88.5 %
Reported Percent Relative Compaction 89 %

Test 2 of 2

DIME Test ID: 2024-05-31-10-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/31/2024
Date Tested: 05/31/2024
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: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.62
Highest adjust wet density 1.83
Relative compaction 89
% Moisture no data
Optimum Moisture no data