Inspection, assessment, and repair of damage should be under the direct responsibility of the bridge engineer. Because of ... -441, or A-588 grade, with very little quenched and tempered steel. The grade ... Some practitioners advocate the use of single orifice heating tips, while others believe larger multiorifice tips are preferred. In the case ... size of member, as explained in the manual. ... Most states monitor repaired members on the same frequency as their regular inspection cycles.
|Title||:||Guidelines for evaluation and repair of damaged steel bridge members|
|Author||:||George O. Shanafelt, Willis B. Horn|
|Publisher||:||Transportation Research Board - 1984-12-01|