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Handbook for Bridge Inspections - TSP2

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o<br />

Fig ure 6.1- 1: Honeycombing<br />

* Holes le ft by stays filled in as described<br />

teel Elements<br />

Timber Elements<br />

Wearing Course<br />

* Settlement or movement in, <strong>for</strong> example, the superstructure<br />

* De<strong>for</strong>mation - the shape of the element is correct, c:.g. straight<br />

ness/evenness, clearance, deflection etc .<br />

• Cracks<br />

* Quality and colour orthe surface treatme nt acceptable<br />

* Surface treatment of mounting joints<br />

* Screws and connections correctly installed<br />

* Transition between the concrete and other material s are as pre<br />

scribed<br />

* As fo r steel elements<br />

* Protection of end pieces<br />

* Dampness traps which can lead to rot<br />

* Correctly prepared so that the timber dries Oul after dampness<br />

impact<br />

* Wearing course and, ifnecessary, the membrane are of the pre<br />

sc ribed type<br />

* Correct thickness - assess need <strong>for</strong> taking measurements<br />

* Finishing edges with joints and raised pavements correctly con<br />

structed<br />

* Depressions - assess need to take measurements<br />

* The drop to the drainage pipe/drain<br />

* Has any damage occurred sllch as fractures and cracks<br />

* Fonnwork, concrete leftovers etc removed<br />

* Cast of pillows underneath bearings correctly carried out wit<br />

hout damage<br />

* Bearing properly located, e.g. facing the correct dir..::ction of<br />

movement<br />

<strong>Handbook</strong> <strong>for</strong> <strong>Bridge</strong> <strong>Inspections</strong> 61

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