Defect Categories and Types |
<< Click to Display Table of Contents >>
Navigation: Licensing Authority Guide > Processing & Managing Licences > Inspections >
Defect Category |
Defect |
Description |
a. Reinstatement not permanent |
Temporary Reinstatement |
Temporary reinstatement or incomplete permanent reinstatement |
b. Reinstatement Tolerance (See Section 6.8.2 of the Purple Book guidelines) |
Edge Depression |
Vertical step at the interface of the reinstatement and the existing surface |
Surface Depression |
Depressed area / dishing within the reinstatement |
|
Surface Crowning |
Reinstatement is above the mean level of the existing adjacent surface |
|
Combined Defect |
Any combination of Intervention type defects |
|
Fixed Feature |
Specified tolerance for ironwork/kerbs has been exceeded |
|
c. Surface Defect |
Surface Material |
Identify/verify compliance of all Surfacing Materials used for the reinstatement. |
Ravelling |
Progressive loss of binder & aggregate chippings from the pavement surface. Common on flexible surfaces. |
|
Bleeding |
Fatting up or excess bituminous material on the pavement surface. Common on flexible surfaces |
|
Wear and Polishing |
Worn surface from traffic wearing off the surface mortar. Common on concrete surfaces |
|
Pop-Outs |
Individual pieces of large aggregate popping out of the surface. Common on concrete surfaces |
|
Scaling |
Loss of fine aggregate and mortar. More extensive scaling can cause loss of larger aggregate. Common on concrete surfaces |
|
d. Pavement Deformation |
Rutting |
Permanent longitudinal deformation in the wheel path caused by traffic loading. Common on flexible surfaces. |
Surface Distortion |
Permanent surface deformation (excluding rutting). Common on flexible surfaces. |
|
Faulting |
Difference in elevation across a joint or crack. Common on concrete surfaces. |
|
e. Cracks |
Alligator Cracking |
Series of interconnected cracks forming small, sharp angled polygons ranging in size from about 25mm to 125mm resembling chicken wire. Common on flexible surfaces. |
Edge Cracking and Breakup |
➢Singular/multiple cracking within 300mm of the pavement edge, or ➢Pavement edge showing considerable breakup, or ➢Breakup of pavement edge including any mix of potholes, cracking & patching along the pavement edge All common on flexible surfaces |
|
Induced Cracking |
Cracking of existing road due to trench work |
|
Other Cracking |
➢Longitudinal cracks parallel to centreline - Common on all surfaces ➢Transverse cracks at right angles to the centreline. Common on all surfaces. ➢Reflective cracks from pavement base. Common on all surfaces. ➢Slippage cracking of the road surface - Common on flexible surfaces ➢Meander cracks are cracks that appear to wander randomly. Common on concrete surfaces ➢Hairline cracks are only a few hundred mm long and formed during the curing of the concrete |
|
Corner Breaks |
Diagonal cracks near the corner of a concrete slab, forming a triangle with a longitudinal and transverse joint - Common on concrete surfaces |
|
Shattered Slab |
Slabs divided into 4 or more pieces with severe damage/faulting/spalling along the crack edges. Common on concrete surfaces. |
|
f. Surface Openings |
Potholes |
Bowl shaped depressions where part of the pavement has been removed. Common on flexible and concrete surfaces |
Road Disintegration |
➢Loss of road surface ➢Breakup of road into craters with <50% of the road width available to traffic All common on flexible surfaces. |
|
g. Manholes/Ironwork (Flexible & Concrete Surfaces) |
Ironwork Level |
The level of the ironwork has not been set correctly, or has moved relative to the adjoining pavement level |
Joint Sealing |
No joint sealer has been used while installing the ironwork, or the joint sealer has failed |
|
Failure of Adjoining Pavement, surround |
Defect categories a,b,c,d or e in the immediate vicinity of the ironwork |
|
Unmarked utility cover |
Cover not marked with owner details |
|
h. Joints |
Joint Seal Damage (Concrete Surfaces only) |
➢The joints between concrete slabs have widened, or ➢Joint sealant has been removed, or ➢Spalling, where there is a loss of a piece of the concrete pavement from the edges of the joint. |
i. Footway specific defects |
Concrete finish |
➢Concrete not laid properly ➢Concrete finish too rough |
Kerbs |
➢Damaged / Chipped Kerbs ➢Missing Kerbs |
|
Modular Stone Paving laid incorrectly |
Paving not installed correctly |
|
Modular Concrete Paving laid incorrectly |
Paving not installed correctly |
|
Trip Hazards |
Trip hazard on paving / kerb |
|
j. Product specification |
Products used do not comply with specification |
Identify/verify that products used comply with the specification (e.g. Ironmongery, Road Markings and other affected Road Assets) |
k. Street Furniture |
Missing street furniture |
Street furniture removed and not reinstated |
Damaged street furniture |
Street furniture damaged during works |
|
l. Road Markings / Signs |
Missing Road Markings |
Road marking removed and not reinstated |
Missing Signs |
Road sign removed and not reinstated |
|
m. Traffic Loops |
Damaged traffic loops |
Traffic loops in road damaged by road opening works |
n. Drainage |
Poor surface drainage |
Reinstatement has changed pavement profile resulting in drainage issues |