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Sample Record for 2025-05-28-33

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Project Information

Project ID: 215620 DEA: 01436404 EFIS: 0100000193 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-35.8/36.5
Work Description: Dr. Fine Bridge Replacement
Location Description: DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Clayton Malmberg Structure Rep.: Brian Cinkutis

Sample Information

DIME Sample ID: 2025-05-28-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Crescent City Field Laboratory
Sample Organization Contact: (707) 496-5581
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2025
The quantity of what the sample constitutes: 100
A brief description of the sample: 3/4 minus backfill
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MCM Construction

Material Information

Source Identification (SMARA, name of Pit or Job Site): Starry pitt
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: north side abutment and along the ns retaining wall
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-05-28-33-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/30/2025
Date Tested: 05/30/2025
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
General Comments for this Test: this test was done at the north end abutment wall and along the NS retaining wall
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1615 g/cc
Count or Density 1 666 g/cc
Count or Density 2 647 g/cc
Count or Density 3 661 g/cc
Count or Density 4 622 g/cc
Standard Count Moisture 678 g/cc
Moisture Count 1 139 g/cc
Moisture Count 2 149 g/cc
Moisture Count 3 161 g/cc
Moisture Count 4 149 g/cc
Sum of Count or Density 2596 g/cc
Average of Count or Density 649 g/cc
Sum of Moisture Count 598 g/cc
Average of Moisture Count 150 g/cc
Count Ratio Density 0.4
Count Ratio Moisture 0.22
Calculated Percent Relative Compaction 96.7 %
Reported Percent Relative Compaction 97 %