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Sample Record for 2023-04-13-13

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2023-04-13-13
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: 2000 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:
The fabricator/manufacturer/facility name: Native

Material Information

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: SR 41 Median
Where the material sample would have been placed if not sampled: Subgrade
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-04-13-13-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/14/2023
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: complies
Additional Comments When Verified:
Standard Count Density 1997 g/cc
Count or Density 1 926 g/cc
Count or Density 2 1094 g/cc
Count or Density 3 1029 g/cc
Count or Density 4 899 g/cc
Count or Density 5 999 g/cc
Standard Count Moisture 626 g/cc
Moisture Count 1 203 g/cc
Moisture Count 2 149 g/cc
Moisture Count 3 179 g/cc
Moisture Count 4 133 g/cc
Moisture Count 5 141 g/cc
Sum of Count or Density 4947 g/cc
Average of Count or Density 989 g/cc
Sum of Moisture Count 805 g/cc
Average of Moisture Count 161 g/cc
Count Ratio Density 0.5
Count Ratio Moisture 0.26
Calculated Percent Relative Compaction 98.2 %
Reported Percent Relative Compaction 98 %