Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2025-11-12-21
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: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 11/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2025
The quantity of what the sample constitutes: per spec
A brief description of the sample: compacted 3/4 agg base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: DR, FINEBRIDGE
The fabricator/manufacturer/facility name: MCM Construction
Source Identification (SMARA, name of Pit or Job Site): dr,finebridge
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: 2 Nw abutment
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:
DIME Test ID: 2025-11-12-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/13/2025
Date Tested: 11/12/2025
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: northwest abutment test site north end of dr,finebridge passes spec compaction 12x12' test ste
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
1578 g/cc
|
|
Average of Count or Density
|
914 g/cc
|
|
Sum of Moisture Count
|
556 g/cc
|
|
Average of Moisture Count
|
189 g/cc
|
|
Count Ratio Density
|
0.57
|
|
Count Ratio Moisture
|
0.26
|
|
Calculated Percent Relative Compaction
|
2.4 %
|
|
Reported Percent Relative Compaction
|
98.4 %
|
