Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994109 DEA: 060W1704 EFIS: 0617000103
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton
DIME Sample ID: 2023-04-13-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 04/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2023
The quantity of what the sample constitutes: 1000 SQYD
A brief description of the sample: Native Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native
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: NB Shaw off Ramp
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-04-13-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/13/2023
Date Tested: 04/13/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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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1997 g/cc
|
|
Count or Density 1
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1052 g/cc
|
|
Count or Density 2
|
1678 g/cc
|
|
Count or Density 3
|
896 g/cc
|
|
Standard Count Moisture
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626 g/cc
|
|
Moisture Count 1
|
145 g/cc
|
|
Moisture Count 2
|
84 g/cc
|
|
Moisture Count 3
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165 g/cc
|
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Sum of Count or Density
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3626 g/cc
|
|
Average of Count or Density
|
1209 g/cc
|
|
Sum of Moisture Count
|
394 g/cc
|
|
Average of Moisture Count
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131 g/cc
|
|
Count Ratio Density
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0.61
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Count Ratio Moisture
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0.21
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Calculated Percent Relative Compaction
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92.8 %
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Reported Percent Relative Compaction
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93 %
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