Present at Meeting:
Project engineer Wayne Symonds prepared a handout clarifying some components of the Scope of Work for the project previously discussed in January. In addition, Mr. Symonds prepared a power-point slide presentation to clarify some of the ensuing discussion. The ensuing notes are to be read in conjunction with the handout as the committee discussion generally followed the same outline, as follows:
Roof System: There was discussion relative to knee braces. It is proposed that they still be replaced, but in the original configuration and size. Intermediate knee braces are proposed to span from the chord to the rafter sills. It is further proposed that the existing spikes be replaced with lag bolts as well as any new connection. They will now be in 5-foot increments instead of the existing 10" - 6" increments. No objections were raised by those in attendance.
Roof Pitch: It was proposed that the existing 5:12 roof pitch be modified to 6:12. If changed, the center of the roof would be approximately 10 inches higher than at present. This was proposed in hopes that snow will be shed easier. The designers feel that the appearance of the bridge will not be noticeably altered. Scott Newman indicated that he would need to consider this further relative to his responsibilities under Section 106 of the National Historic Preservation Act and will let the designers know his decision in the next week or so.
Truss System: Plates on 2 of the splices were removed and it was found that they were generally in good condition. Therefore, it is not anticipated that many of these members will need to be replaced or altered. It was suggested that any unspliced lattice members with rotted or damaged areas would be replaced rather than spliced. It is proposed that eight lattice members at each end of each truss be replaced with new members of same size but with high grade Southern Yellow Pine. Other discussion to follow the detail provided in the handout. No objections were voiced.
Disassembly of the bridge was discussed in light of the extent of repair and/ or replacement of members. Nancy Boone requested clarification of this. It is not anticipated that every connection will be taken apart, rather each intact truss will be removed and repaired as well as the chords, etc. Consideration will be given to adding notes that stress this with follow-up at the pre- construction conference.
It was proposed that the lower chord be slighter larger than the current configuration as it is proposed to be glu-lam and the "standardized size" is slightly larger than the existing. No objections.
Deck: It is proposed that the deck be 2" x 6" nailed laminated. No objections.
Floor System: Proposed that glu-laminated Southern Yellow Pine floor beams, 10 1/2" x 13 3/4" in size, be used at 3"-5" spacing. No objections.
Substructure: Borings have been taken demonstrating that there is very poor soil in the area of the abutments. Therefore a deep foundation will be needed and it is proposed that driven piles be used. There will be approximately 25 feet from the top of the footing to the bridge seat. Use of cast in place concrete is still proposed. The designers proposed either using form liners to replicate the existing look of the substructure or form the concrete with rough sawn lumbers. An example of each was shown. It will be left to the towns to decide which is preferable; it appears that the towns were leaning towards use of form liners and they would decide the pattern to be used.
Some project details will still need to be clarified by the towns and Scott Newman. Otherwise, there do not appear to be any areas of controversy and the plan development process will continue. The efforts by the project engineers to provide comprehensive material for committee review is again acknowledged and very much appreciated.
[This article was originally posted June 8, 2002]