Handbook for Bridge Inspections - TSP2
Handbook for Bridge Inspections - TSP2
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>