BRIDGE REPAIR/REHABILITATION FEASIBILITY STUDY
Bridge Repair_Rehabilitation Feasibility Study - Town to Chatham
Bridge Repair_Rehabilitation Feasibility Study - Town to Chatham
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Photo 5 - Stringer and Diaphragms<br />
Repair Scope: Although the timber stringers currently do not exhibit significant deterioration,<br />
the size and depth of the current splits and checks, the limited remaining preservatives in the<br />
wood, and the current exposure introduce conditions conducive for fungal decay. As such, the<br />
remaining service life of the existing timber stringers may be limited without corrective action.<br />
There are options for in-place preservative treatment of large timber members including both<br />
internal treatments and surface treatments (see Appendix D.) Internal treatments include use of<br />
liquid and solid fumigant or fungicide chemicals inserted into drilled holes in the timber<br />
members. Surface treatments include application of preservative chemicals to the exterior face<br />
of the members. However, there are limitations and concerns with each treatment that reduces<br />
their effectiveness or makes the treatment undesirable for use.<br />
Internal in-place preservative treatments on heavy timber beams typically consist of drilling<br />
holes (pairs of holes typically 3/8 inch to 7/8 inch in diameter at a spacing of no greater than 4<br />
feet) from the top to nearly the bottom of the beam, installing the liquid (e.g. chloropicrin) or<br />
solid (e.g. methylisothiocyanate) chemical fumigants into the holes in the members, and capping<br />
the drilled holes with timber dowels. The chemicals then spread throughout the member by way<br />
of gaseous diffusion. Solid fumigants typically require a minimum amount of moisture for the<br />
diffusion to take place.<br />
Surface in-place preservative treatments consist of saturating the surface of the timber with<br />
liquid oil-based preservative chemicals (e.g. penta or copper naphthenate) by brush or spray<br />
application so that all surfaces, cracks and crevices are thoroughly treated.<br />
Repair/Rehab. Feasibility Study March 10, 2011<br />
Bridge No. C-07-001 (437) 23 Final Report