The contractor was to splice and drive H12x53 piles. The contractor opted to use a commercial splicer. The splicers that were used were HP-30000 but for what appears to be a H12x74 section. I'm assuming this is okay but not 100% sure what the difference between the two splice plates would be...
Relatively fresh engineer/inspector here. Currently on my second job with pile driving. Looking for any advice/tips that others use to set a "datum" to measure blows per foot by. On my previous job I would mark 1' increments on the pile and then put a mark on the leads and use that as my...
