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: 2024-01-18-3
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: Concrete
Sample Taken Date: 01/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/22/2024
The quantity of what the sample constitutes: 3 cy
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Starry pit
The concrete mix design number: SR Minor Structure
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 58966
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Detour Abutment 6
Where the material sample would have been placed if not sampled: Transition block
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-01-18-3-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
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
Data has not been verified.
