Thanks to everyone for their great information and suggestions.
GBIDS - I would definitely be interested in the name of the company for more information.
Hi, The timber piles do not provide enough geotechnical capacity.End bearing piles would go over 150feet. I was looking for a solution for shallow piles possible 60 feet. The n-values are in the 7/blows range at approx. 60'.
Hello, I have a job in Kearny, NJ with deep loose sands and silts. Traditional wood timber timber don't provide enough capacity for this heavily loaded building of over 1000 PSF. Does anyone have any suggestions for other friction types of piles?
