Hazzard
Member
- Location
- Shropshire
I'm putting an 18" concrete pipe in a ditch to make a culvert for access into a field. Base of ditch is clay, width of ditch top to top is 8 feet and the top of the pipe is only 1.5 feet from the required finished level of roadway through to the field.
Sides of the pipe have been filled with broken brick/concrete.
Question is what do I finish the topping with to achieve a load bearing surface enough to take up to 6/7 tonnes weight
Sides of the pipe have been filled with broken brick/concrete.
Question is what do I finish the topping with to achieve a load bearing surface enough to take up to 6/7 tonnes weight