Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)
DIME Sample ID: 2022-01-25-13
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 01/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2022
The quantity of what the sample constitutes: 1000 SQF
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: 01252022TEST 02extra
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: 2022-01-25-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/28/2022
Date Tested: 01/25/2022
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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2086 g/cc
|
|
Count or Density 1
|
466 g/cc
|
|
Count or Density 2
|
533 g/cc
|
|
Count or Density 3
|
438 g/cc
|
|
Standard Count Moisture
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612 g/cc
|
|
Moisture Count 1
|
96 g/cc
|
|
Moisture Count 2
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75 g/cc
|
|
Moisture Count 3
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101 g/cc
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Sum of Count or Density
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1437 g/cc
|
|
Average of Count or Density
|
479 g/cc
|
|
Sum of Moisture Count
|
272 g/cc
|
|
Average of Moisture Count
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91 g/cc
|
|
Count Ratio Density
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0.23
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Count Ratio Moisture
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0.15
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Calculated Percent Relative Compaction
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95.3 %
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|
Reported Percent Relative Compaction
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95 %
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