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Sample Record for 2024-01-31-10

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Project Information

Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-26.3/27.6
Work Description: CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location Description: ON STATE ROUTE 99
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Javier Huerta Structure Rep.: Travis Landas

Sample Information

DIME Sample ID: 2024-01-31-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 01/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2024
The quantity of what the sample constitutes: 40 lbs native material
A brief description of the sample: Native Borrow
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPCI

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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-01-31-10-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/31/2024
Date Tested: 01/31/2024
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: Commercial Ave Abut#1 Sta 26+82 to 267.10ft elevation: 263.80'-267.10ft width: 250ft
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1763 g/cc
Count or Density 1 976 g/cc
Count or Density 2 883 g/cc
Count or Density 3 869 g/cc
Count or Density 4 924 g/cc
Count or Density 5 854 g/cc
Standard Count Moisture 652 g/cc
Moisture Count 1 155 g/cc
Moisture Count 2 188 g/cc
Moisture Count 3 148 g/cc
Moisture Count 4 167 g/cc
Moisture Count 5 166 g/cc
Sum of Count or Density 4506.00 g/cc
Average of Count or Density 901.00 g/cc
Sum of Moisture Count 824.00 g/cc
Average of Moisture Count 165.00 g/cc
Count Ratio Density 0.51
Count Ratio Moisture 0.25
Calculated Percent Relative Compaction 96 %
Reported Percent Relative Compaction 96 %