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Sample Record for 2023-04-05-28

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Project Information

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

Sample Information

DIME Sample ID: 2023-04-05-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 04/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2023
The quantity of what the sample constitutes: 1000 SQYD
A brief description of the sample: Native Material
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: Approach slab foundation
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 1

DIME Test ID: 2023-04-05-28-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/11/2023
Date Tested: 04/05/2023
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:
Standard Count Density 2054 g/cc
Count or Density 1 1628 g/cc
Count or Density 2 1653 g/cc
Count or Density 3 1423 g/cc
Standard Count Moisture 743 g/cc
Moisture Count 1 179 g/cc
Moisture Count 2 174 g/cc
Moisture Count 3 167 g/cc
Sum of Count or Density 4704.00 g/cc
Average of Count or Density 1568.00 g/cc
Sum of Moisture Count 520.00 g/cc
Average of Moisture Count 173.00 g/cc
Count Ratio Density 0.76
Count Ratio Moisture 0.23
Calculated Percent Relative Compaction 95 %
Reported Percent Relative Compaction 95 %