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Sample Record for 2023-02-16-22

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

Project Information

Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-37.2/48.8
Work Description: PAVEMENT REHABILITATION
Location Description: FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-16-22
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: 02/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/17/2023
The quantity of what the sample constitutes: DS #7 Wing wall
A brief description of the sample: Structural back fill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: DS 7
The fabricator/manufacturer/facility name: Unknown

Material Information

The fabricator's/manufacturer's product name for the sample: Structural Backfill
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: South of wing wall
Where the material sample would have been placed if not sampled: South of wing wall
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-02-16-22-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/21/2023
Date Tested: 02/16/2023
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: Max 2.17
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 3638.00 g/cc
Average of Count or Density 1213.00 g/cc
Sum of Moisture Count 502.00 g/cc
Average of Moisture Count 167.00 g/cc
Count Ratio Density 0.61
Count Ratio Moisture 0.27
Calculated Percent Relative Compaction 94.5 %
Reported Percent Relative Compaction 95 %