Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton
DIME Sample ID: 2023-04-27-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Verification
Type of Material: Soil
Sample Taken Date: 04/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/27/2023
The quantity of what the sample constitutes: 1000 sq yd
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: West Shoulder South of bridge
The fabricator/manufacturer/facility name: Jobsite
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: Roadway
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-04-27-25-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/28/2023
Date Tested: 04/27/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Standard Count Density
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1832 g/cc
|
|
Count or Density 1
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1646 g/cc
|
|
Count or Density 2
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1226 g/cc
|
|
Count or Density 3
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1333 g/cc
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|
Standard Count Moisture
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615 g/cc
|
|
Moisture Count 1
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150 g/cc
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Moisture Count 2
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152 g/cc
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Moisture Count 3
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153 g/cc
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Sum of Count or Density
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4205 g/cc
|
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Average of Count or Density
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1402 g/cc
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Sum of Moisture Count
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455 g/cc
|
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Average of Moisture Count
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152 g/cc
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Count Ratio Density
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0.77
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Count Ratio Moisture
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0.25
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Calculated Percent Relative Compaction
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90.1 %
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Reported Percent Relative Compaction
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90 %
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