Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: Alberto Lopez Structure Rep.: Vicente Sanchez
DIME Sample ID: 2024-03-29-18
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: 03/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2024
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
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:
DIME Test ID: 2024-03-29-18-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/01/2024
Date Tested: 03/29/2024
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: ABUT #3 Sta 30+75 to 31+25 elevation: 21.5ft BFG
width: 305 ft
width: 305 ft
width: 305 ft
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1776 g/cc
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Count or Density 1
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902 g/cc
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Count or Density 2
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916 g/cc
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Count or Density 3
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821 g/cc
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Count or Density 4
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935 g/cc
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Count or Density 5
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921 g/cc
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Standard Count Moisture
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656 g/cc
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Moisture Count 1
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212 g/cc
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Moisture Count 2
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193 g/cc
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Moisture Count 3
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209 g/cc
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Moisture Count 4
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202 g/cc
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Moisture Count 5
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200 g/cc
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Sum of Count or Density
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4495 g/cc
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Average of Count or Density
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899 g/cc
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Sum of Moisture Count
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1016 g/cc
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Average of Moisture Count
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203 g/cc
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Count Ratio Density
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0.51
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Count Ratio Moisture
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0.31
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Calculated Percent Relative Compaction
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98.1 %
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Reported Percent Relative Compaction
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98 %
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