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Sample Record for 2023-03-07-3

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

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: 2023-03-07-3
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: Aggregate
Sample Taken Date: 03/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2023
The quantity of what the sample constitutes: 40 lbs
A brief description of the sample: Class 2 AB Compaction
From where was the sample collected: Job Site
Laboratory sample identification: 33
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sta 16+55.18 to 17+78.59 and sta 15+62.82 to 16+87.84

Material Information

Source Identification (SMARA, name of Pit or Job Site): Recycled base material
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: jobsite -test holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-03-07-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/07/2023
Date Tested: 03/07/2023
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: NE and NW bus pad area Sta 16+55.18 to 17+78.59 and 15+62.82 to 16+87.84 elevation .75ft BFG width 10 ft 8" probe
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1942 g/cc
Count or Density 1 958 g/cc
Count or Density 2 969 g/cc
Count or Density 3 959 g/cc
Standard Count Moisture 630 g/cc
Moisture Count 1 142 g/cc
Moisture Count 2 143 g/cc
Moisture Count 3 139 g/cc
Sum of Count or Density 2886 g/cc
Average of Count or Density 962 g/cc
Sum of Moisture Count 424 g/cc
Average of Moisture Count 141 g/cc
Count Ratio Density 0.5
Count Ratio Moisture 0.22
Calculated Percent Relative Compaction 99.1 %
Reported Percent Relative Compaction 99 %

Test 2 of 2

DIME Test ID: 2023-03-07-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/07/2023
Date Tested: 03/07/2023
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: NE and NE bus pad area Sta 16+55.18 to 17+78.59 and Sta 15+62.82 to Sta 16+87.84 elevation: 0.75ft width 10 ft probe 8"
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.19
Highest adjust wet density 2.21
Relative compaction 99
% Moisture 9 %
Optimum Moisture 9 %