Static Load Test on Timber Piles
Static Load Test on Timber Piles
(OP)
Looking for any advice/previous experiences in performing a "simple and inexpensive" staic load test on timber piles. The piles are supporting a log stringer bridge, 20m span w/ six piles/abutment. There is an interest to replace the superstructure (log stringers & timber deck) and there is relatively no information on the existing piles or soil conditions.
My intent is to try and come up w/ a procedure to perform a static load test on one of the piles, then using an applicable FofS, design a replacement superstructure.
Any advice on on the most feasible method of testing one pile and not using any additional piles as reaction points would be most welcome, thx.
My intent is to try and come up w/ a procedure to perform a static load test on one of the piles, then using an applicable FofS, design a replacement superstructure.
Any advice on on the most feasible method of testing one pile and not using any additional piles as reaction points would be most welcome, thx.





RE: Static Load Test on Timber Piles
D 1143 shows several methods for loading and testing piles.
RE: Static Load Test on Timber Piles
Of course, it would be a good idea to do a boring and see the soil conditions. Still, unless you have the depths of the wood piles, it might be a mute point. Older wood piles might be 45 to 60 ft long; newer ones likely shorter due to availability.
Let us know if you get any more details.