They have decided to go ahead and have me do another "phase" of the job, which is spreading about 100 yards of wood chips around the bases of several groups of trees. I will haul them in myself on MY IH dump. The loads will be relatively light (~24K) so I will be testing the bridge with light 10 yard loads of wood chips.
The stone for the driveway is on hold for a little while till we sort out the bridge issues. My guess is I'll finally relent and get the stone over the bridge somehow. Gotta keep the guys working and there ain't a lot of work....
I'll be hauling the Kubota up there on Monday to get set up & started & I'll let you know what happens.....
So if the chips cross fine, how do you judge that the stone will not be the straw that broke the camels back? I'm at a loss how you test a bridge that way.
Are you going to measure flex as you vary the load weight? Or just get comfy crossing with a lighter load and then be brave with the heavy loads?
Anxious for it to work for you in the end.
Just going to go by seat of the pants. First, a load of wood chips. According to my calculations, I should be lighter than the propane truck that crosses the bridge to fill their propane tank.
Then I'll try a 5 or 6 ton load of stone. That'll put me at ~26,000, then keep adding a ton.
I wish I knew if the propane delivery truck was at a full 33K when it crosses, but I'd have to think it crosses partially loaded most of the time.
Yes, I was planning on having an employee watch carefully as I cross for deflection.
Just informed we may have another solution: Owner just informed me that there is a right of way available through another property, so maybe the whole bridge issue may go away......