Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214486 DEA: 080K1224 EFIS: 0815000244
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb
DIME Sample ID: 2023-05-24-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Sample Organization Contact: 9096015132
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 05/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2023
The quantity of what the sample constitutes: 9992SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 05242023 TEST 03
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION
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: AT THE JOBSITE
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-05-24-33-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/26/2023
Date Tested: 05/24/2023
Submitted By Organization: CT D08 - Blythe Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: brian.teh@dot.ca.gov
Organization Phone: (909) 601-5132
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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Standard Count Density
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1499 g/cc
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Count or Density 1
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531 g/cc
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Count or Density 2
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682 g/cc
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Count or Density 3
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721 g/cc
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|
Count or Density 4
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705 g/cc
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Count or Density 5
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699 g/cc
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Standard Count Moisture
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633 g/cc
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Moisture Count 1
|
111 g/cc
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Moisture Count 2
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89 g/cc
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Moisture Count 3
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89 g/cc
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|
Moisture Count 4
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90 g/cc
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Moisture Count 5
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121 g/cc
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Sum of Count or Density
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3338 g/cc
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Average of Count or Density
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668 g/cc
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Sum of Moisture Count
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500 g/cc
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Average of Moisture Count
|
100 g/cc
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Count Ratio Density
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0.45
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Count Ratio Moisture
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0.16
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Calculated Percent Relative Compaction
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92.4 %
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Reported Percent Relative Compaction
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92 %
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