After trying to find the local ranger, we found his wife who indicated where the bridge was and told us how to drive there. Upon arriving at the bridge site, we discovered that the bridge was in two sections. One section had originally been over swampy ground and the other section had been over the actual creek. We numbered these two parts "Section 1" and "Section 2", with Section 1 being the one closest to the camp site (on the north side of the creek) and Section 2 being the other part. Section 1 has no hand rail and section 2 has a hand rail on one side only.
During heavy Spring runoff the bridge across Big Meadow Creek was swept off its foundation and moved down stream in two sections. Section one was moved 80 feet and section two was moved 61 feet.
Measuring the two bridge sections we found the following:
Item | Section 1 | Section 2 | Notes |
---|---|---|---|
Length | 21' | 25' | To nearest foot. Both sections have a "slanted" end. |
Width | 3' | 3+' | Extra on some for handrail. |
Plank Size | 2 1/2" x 11" | 2 1/2" x 11" | Trade size 3" x 12"? |
Planks Used | 20 1/2 | 26 | Some are cut at an angle. |
Supporting Logs | 2 | 3 | Section 2 has smallest log in the middle. |
Log Sizes | 11", 10" | 12", 9", 10" | Measured on south end of each bridge section. |
Distance from original position | 80' | 61' | Measured from end of bridge that was closest to original position. |
I don't like this solution as I believe that the Trail Crew should at least attempt to do what we are asked to do.
This would cost a bunch and would require a lot of support from our sponsoring agency.
Same as above, possible slightly less cost.
The bridge sections are quite heavy and are somewhat "fragile". The walkway planks are nailed to the supporting logs and several are quite loose. I think that if we were to give a strong pull on the supporting logs, that they might pull apart and then we would have a bunch of pieces to fix.
The ground is quite marshy and it would be difficult to get some logs in to roll the bridge sections on. The ranger said that he had some "peeler cores" that we could use. But these are about four inches in diameter and would probably sink in the mud when any load is put on them.
The bridge sections are quite heavy, the ground is quite marshy and this would be quite dangerous as a slip could easily happen.
Since the bridge sections are primarily nailed together, disassembling them should be quite practicable. On section 1, several of the treadway boards almost come out now with a medium pull.
When the sections are disassembled, the pieces will be lighter, easier and safer to move. The treadway sections will probably weigh 5 to 15 lbs each, which means that almost anyone can pick them up and move them.
The supporting logs will still remain, however we have experience with rolling logs and these should present no serious problem.
The only difficult item to move will be the handrail assembly. The handrail assembly will probably have to be removed as one unit. The actual handrail is secured to the treadway with what look like 5/16" lag bolts. The worst that will happen here is that it might be necessary to remove the lag bolts too.