jnemesh
Civil/Environmental
- Feb 15, 2011
- 1
Can anyone point me in the direction of some useful info on unit costs and production rates for bedrock excavation/grading?
The site is in upstate new york with limestone bedrock. The project is to rough grade the bedrock over approximately 16 acres at thickness ranging from a few feet to 15-20 feet (400,000 CY).
Given the size and extent of the rock, does it make any sense not to blast (assuming vibration, noise, etc. are not an issue)?
As a side question, how accurate, in terms of depth, can you get with blasting? For a target 15 ft rock removal, would you end up blasting deeper?
The site is in upstate new york with limestone bedrock. The project is to rough grade the bedrock over approximately 16 acres at thickness ranging from a few feet to 15-20 feet (400,000 CY).
Given the size and extent of the rock, does it make any sense not to blast (assuming vibration, noise, etc. are not an issue)?
As a side question, how accurate, in terms of depth, can you get with blasting? For a target 15 ft rock removal, would you end up blasting deeper?