Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
DIME Sample ID: 2023-06-07-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Verification
Type of Material: Soil
Sample Taken Date: 06/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2023
The quantity of what the sample constitutes: 1580 SQYD
A brief description of the sample: Native Soil
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: Roadway lanes 2 and 3
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-06-07-9-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/07/2023
Date Tested: 06/07/2023
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: complies
Additional Comments When Verified:
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Standard Count Density
|
1832 g/cc
|
|
Count or Density 1
|
1104 g/cc
|
|
Count or Density 2
|
1464 g/cc
|
|
Count or Density 3
|
1209 g/cc
|
|
Count or Density 4
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1333 g/cc
|
|
Count or Density 5
|
1352 g/cc
|
|
Standard Count Moisture
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616 g/cc
|
|
Moisture Count 1
|
104 g/cc
|
|
Moisture Count 2
|
41 g/cc
|
|
Moisture Count 3
|
49 g/cc
|
|
Moisture Count 4
|
60 g/cc
|
|
Moisture Count 5
|
57 g/cc
|
|
Sum of Count or Density
|
6462 g/cc
|
|
Average of Count or Density
|
1292 g/cc
|
|
Sum of Moisture Count
|
311 g/cc
|
|
Average of Moisture Count
|
62 g/cc
|
|
Count Ratio Density
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0.71
|
|
Count Ratio Moisture
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0.1
|
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Calculated Percent Relative Compaction
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96.1 %
|
|
Reported Percent Relative Compaction
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96 %
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