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Sample Record for 2023-04-27-27

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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.
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: 2023-04-27-27
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: East Shoulder North of bridge
The fabricator/manufacturer/facility name: Jobsite

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: Roadway
Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 1

DIME Test ID: 2023-04-27-27-1
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:
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1832 g/cc
Count or Density 1 1039 g/cc
Count or Density 2 1346 g/cc
Count or Density 3 1402 g/cc
Standard Count Moisture 615 g/cc
Moisture Count 1 146 g/cc
Moisture Count 2 159 g/cc
Moisture Count 3 159 g/cc
Sum of Count or Density 3787.00 g/cc
Average of Count or Density 1262.00 g/cc
Sum of Moisture Count 464.00 g/cc
Average of Moisture Count 155.00 g/cc
Count Ratio Density 0.69
Count Ratio Moisture 0.25
Calculated Percent Relative Compaction 93 %
Reported Percent Relative Compaction 93 %