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Sample Record for 2024-04-15-8

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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: 2024-04-15-8
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: 04/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2024
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): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-04-15-8-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/15/2024
Date Tested: 04/15/2024
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: CR1 Station 598+60to 597+25 elevation: 5.0ft BFG width: 130ft
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1774 g/cc
Count or Density 1 1159 g/cc
Count or Density 2 1257 g/cc
Count or Density 3 938 g/cc
Count or Density 4 885 g/cc
Count or Density 5 963 g/cc
Standard Count Moisture 649 g/cc
Moisture Count 1 157 g/cc
Moisture Count 2 172 g/cc
Moisture Count 3 177 g/cc
Moisture Count 4 182 g/cc
Moisture Count 5 140 g/cc
Sum of Count or Density 5202.00 g/cc
Average of Count or Density 1040.00 g/cc
Sum of Moisture Count 828.00 g/cc
Average of Moisture Count 166.00 g/cc
Count Ratio Density 0.59
Count Ratio Moisture 0.26
Calculated Percent Relative Compaction 95.3 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2024-04-15-8-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/15/2024
Date Tested: 04/15/2024
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: CR1 Station 598+60to 597+25 elevation: 5.0ft BFG width: 130ft
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.03
Highest adjust wet density 2.13
Relative compaction 95
% Moisture no data
Optimum Moisture no data