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Handbook for Bridge Inspections - TSP2

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3.2 - Accessible<br />

Documentation<br />

3.3 location System<br />

4. Descriptio n of<br />

Condition<br />

4.1 Introduction<br />

4.2 Visually Recorded Da ta<br />

4.3 Measurements<br />

4.4 Materials Testing<br />

Accessible documentation can be like:<br />

• Drawings<br />

• Descriptions<br />

• Calculations<br />

• Previous inspection reports<br />

- mention should be made of who undertook the inspection<br />

together with a highlighting of the main findings.<br />

• Documentation from the execution of the inspections like:<br />

- Special conditions surrounding the bridge's construction<br />

- Load conditions during the construction phase<br />

- Relevant infonnation given during construction meet<br />

ings, drawings etc. including speciali st infonnation rele<br />

van! in assessing the development of any damage.<br />

- Pi les records/minutes<br />

- Documentation concerning the surface treatment<br />

- Weather conditions during the construction period<br />

Steel: • Certi ficates <strong>for</strong> the materia ls used .<br />

• Documentation of the checks carried out<br />

on the welding.<br />

Concrete: • Composition<br />

• Conditions during casting process<br />

• Requirements fo r the hardening process<br />

w/c ratio<br />

• Type of cement and quantity used<br />

• Aggregates<br />

• Add itives<br />

• Type of<strong>for</strong>mwork used<br />

• Description oflhe axis numbering system with reference to<br />

appended drawings.<br />

• Time oflhe inspection<br />

• Weather conditions<br />

• Access equipment<br />

• Brief description of the scope and execution of the inspection<br />

• Extent to which consultants were employed<br />

• Data recorded should be allocated to the relevant elements<br />

• Visuall y recorded data should be described with reference to<br />

annexed photographs and sketches<br />

• The level and consequence(s) of any damage should be assessed<br />

in accordance with the codes deta il ed in Chapter 5 -<br />

" Damage Evaluation Fundamentals"<br />

• One summary of the resu lts per type of measurement taken<br />

should be drawn up and included as an annexe. The summary<br />

should be edited after the location has been fix ed.<br />

• One summary of the results per type of materi als test undertaken<br />

should be drawn up and included as an annexe. The summary<br />

should be edi ted after the location has been fixed.<br />

120<br />

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

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