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Sample Record for 2023-09-07-1

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

Project Information

Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-10.4/21.2
Work Description: CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: James Burford Structure Rep.: Ulysis Baal

Sample Information

DIME Sample ID: 2023-09-07-1
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: 09/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2023
The quantity of what the sample constitutes: 500 CY
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston

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: jobsite - compacted base
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-09-07-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/07/2023
Date Tested: 09/07/2023
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: H6 line on ramp sta 625+00 to 635+00 elevation: FSG width: 6' to 10' probe 6" 95% required
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1603 g/cc
Count or Density 1 1444 g/cc
Count or Density 2 1476 g/cc
Count or Density 3 1339 g/cc
Standard Count Moisture 617 g/cc
Moisture Count 1 81 g/cc
Moisture Count 2 78 g/cc
Moisture Count 3 89 g/cc
Sum of Count or Density 4259.00 g/cc
Average of Count or Density 1420.00 g/cc
Sum of Moisture Count 248.00 g/cc
Average of Moisture Count 83.00 g/cc
Count Ratio Density 0.89
Count Ratio Moisture 0.13
Calculated Percent Relative Compaction 94.9 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2023-09-07-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/07/2023
Date Tested: 09/07/2023
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: H6 line on ramp sta 625+00 to 635+00 elevation: FSG width: 6' to 10' probe 6" 95% required
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.06
Highest adjust wet density 2.17
Relative compaction 95
% Moisture 5.1 %
Optimum Moisture 7.1 %