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Head Office. WilliamStreet Campus Level 8, 277 William Street Melbaare 3000 VIC King Street Campus Danford Believe. Level 7,310 King Street, Melbourne 3000 VIC Ph: +61 3 9642 1867 | Fax: +813 9842 2684 Achieve, admissions @darford.adu.au COLLEGE Grow www.danford.edu.au Star Gazers Education Pty Led T/AS Danford College Major Culvert Routine Maintenance Inspection (Level 1) Report Road Name: Road Number PRP: Distance from PRP (km): Chainage (km) Region: Number of Cells: Cell Width (mm): Cell Depth (mm): Cell Diameter (mm): Inspected by:... .. Inspection Date:.. .. . .... Reason for inspection: Opportune/Post wet/Pre wet/Flood/Earthquake/Vehicle acc/Other:... Task Checked Needs Level 2 Brief notes (detailed notes can be Repair() Inspection provided on next page Required(2) Signs and delineation Missing/damaged/orientation/cleanline OC SS Loose and missing bolts Road approach Settlement of approach OOO 000 Depressions, rutting, shoving etc. Cracking in pavement at culvert Safety barriers Loose and missing bolts or nuts 0000 Missing/damaged spacer blocks or 0000 0000 barrier Corrosion Correct rail height and alignment Protection works/Wingwalls Erosion/scour/voids Cracked or missing protection works Vegetation growing in protection works 0 0000 0 0000 0 0000 Gaps between protection works, pavement and structure Cracking, spalling, or drummy concrete on wingwalls Culvert Accumulation of dirt and debris Cracking, spalling, or drummy concrete on culvert legs, base slab, culvert soffits Cracked pipes Spalling of concrete pipes, particularly 0 00 00000 00 0 00 00000 00 0 00 00000 00 at joints Dislocated pipe joints Deformed (serious (seriously out of round) pipes Loss of galvanising from surfaces of corrugated metal pipes Corrosion of invert of steel pipes Signs of corrosion perforation of the steel pipe wall due to corrosion against the soil Exposure of the coarse aggregate on concrete surfaces in the inverts and base of culverts legs Stream Trees, rocks, structures or natura J features and scours that could create erosive eddies and scour during large floods Erosion of the stream channel at the outlet that could threaten to O undermine the outlet structure Realignment/meander/blockage of the upstream channel causing the streamflow to be misaligned with the culvert opening Approved by: Nerida McDowallApproved Date: 04 May 2022Created by: Task 1Doc #: DOC13130Next Review: 04 May 2023 Revision: 1.0Revision Date: 03 May 2022 16 | Page