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: 2023-07-13-31
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: 07/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2023
The quantity of what the sample constitutes: 3000SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 07132023 TEST 08
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: 2023-07-13-31-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/26/2023
Date Tested: 07/13/2023
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: complies
Additional Comments When Verified:
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Standard Count Density
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1701 g/cc
|
|
Count or Density 1
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1093 g/cc
|
|
Count or Density 2
|
1117 g/cc
|
|
Count or Density 3
|
1154 g/cc
|
|
Standard Count Moisture
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664 g/cc
|
|
Moisture Count 1
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46 g/cc
|
|
Moisture Count 2
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51 g/cc
|
|
Moisture Count 3
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44 g/cc
|
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Sum of Count or Density
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3364 g/cc
|
|
Average of Count or Density
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1121 g/cc
|
|
Sum of Moisture Count
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141 g/cc
|
|
Average of Moisture Count
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47 g/cc
|
|
Count Ratio Density
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0.66
|
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Count Ratio Moisture
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0.07
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Calculated Percent Relative Compaction
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97.8 %
|
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Reported Percent Relative Compaction
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98 %
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