cive316
Civil/Environmental
- Dec 1, 2015
- 2
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. Any input/experience? Thanks.