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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Although in-place preservative treatments have been effective in extending the service life of<br />
certain timber elements and in some locations throughout the United States (e.g. utility poles and<br />
railroad ties), there are a number of general concerns with the potential use of in-place<br />
preservative treatments on this bridge including the following:<br />
• Use of toxic chemicals that are harmful to humans and marine life that can run off of the<br />
surfaces (surface treatment), leech out of splits and checks in the wood (internal<br />
treatment) and/or can be spilled during the work with corresponding potential that the<br />
work will not be permitted,<br />
• Limited duration of effectiveness (10 years for internal treatment and 5 years for surface<br />
treatment) due to leeching of chemicals from the timber with corresponding need for<br />
periodic inspection and reapplication,<br />
• Limited effectiveness of treatments due to the poor diffusion and absorption especially<br />
when certain conditions needed for proper diffusion and absorption are not present (e.g.<br />
specific moisture content), which potentially results in chemicals not diffusing or<br />
absorbing to the areas of fungal decay,<br />
• Weakening of smaller structural members due to the need to drill a significant number of<br />
holes in the members to install the chemicals (internal treatment),<br />
• Limited initial effectiveness due to slow diffusion and absorption rates, which permits<br />
decay to take place before the treatment has become fully effective,<br />
• Limited performance data on certain newer treatments.<br />
In addition, as the timber stringers are of limited thickness (only 6” thick), the drilled holes for<br />
internal in-place treatment will likely reduce the load carrying capacity of the members and may<br />
require load restrictions. In order to provide access to the top of the timber stringers to perform<br />
the work, the deck must be removed. As the preservatives have a limited service life and need to<br />
be periodically reapplied, it would be necessary to remove the deck in the future to provide<br />
access to the tops of the stringers for reapplication. As the new timber wearing surface and<br />
structural deck are anticipated to have a longer service life than the estimated 10-year service life<br />
of the preservative treatment, it would be necessary to temporarily remove and reinstall the deck,<br />
when this would otherwise not be necessary, which significantly increases the cost of<br />
retreatment. It may be possible to drill the holes from the bottom of the beam. However, this<br />
introduces a potential environmental concern if one or more dowels that plug the holes were to<br />
come loose due to dimensional changes in the timber from changes in moisture content,<br />
permitting the chemicals to drop into the water. Water-diffusible fungicides (e.g., boron and<br />
sodium fluorides) reduce some of the risks associated with the environment and human contact<br />
with the toxic chemicals. However, these chemicals are a recent development with ongoing<br />
research. Limited testing results have shown that the effectiveness of these chemicals can vary<br />
significantly. With the significant above concerns and risks, in-place internal treatment would<br />
not be a prudent alternative for the timber stringers.<br />
(NOTE: If the decision is made to pursue in-place preservative treatment of other larger<br />
members that do not have the same access concerns and/or concerns with human contact (e.g. the<br />
timber cap beams), it is recommended that a solid fumigant such as methylisothiocyanate<br />
(MITC) (available in capsule form) be used as this chemical fumigant would likely provide the<br />
best alternative when balancing safety and effectiveness. Minor decay during the slow diffusion<br />
Repair/Rehab. Feasibility Study March 10, 2011<br />
Bridge No. C-07-001 (437) 24 Final Report