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Sample Record for 2024-01-17-4

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

Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2024-01-17-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 01/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/17/2024
The quantity of what the sample constitutes: 2000 sq ft per CTM 231
A brief description of the sample: Native
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 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: Test holes at jobsite
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: 2024-01-17-4-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/17/2024
Date Tested: 01/17/2024
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: SR 99 median /DS15 22-27ft L from CL Sta 174+00 to 182+00 elevation: 293.40ft width: 5 ft
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density 1842 g/cc
Count or Density 1 1151 g/cc
Count or Density 2 1055 g/cc
Count or Density 3 1489 g/cc
Standard Count Moisture 654 g/cc
Moisture Count 1 198 g/cc
Moisture Count 2 170 g/cc
Moisture Count 3 155 g/cc
Sum of Count or Density 3695 g/cc
Average of Count or Density 1232 g/cc
Sum of Moisture Count 523 g/cc
Average of Moisture Count 174 g/cc
Count Ratio Density 0.67
Count Ratio Moisture 0.27
Calculated Percent Relative Compaction 89.6 %
Reported Percent Relative Compaction 90 %

Test 2 of 2

DIME Test ID: 2024-01-17-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/17/2024
Date Tested: 01/17/2024
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: SR 99 median /DS15 22-27ft L from CL Sta 174+00 to 182+00 elevation: 293.40ft width: 5 ft
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 1.98
Highest adjust wet density 2.21
Relative compaction 90
% Moisture no data
Optimum Moisture no data