shaneoden
Civil/Environmental
- Jan 22, 2008
- 4
I am currently faced with a situation that will require me to replace a failing section of guard rail at the end of a old, underdeveloped road in Washington. The road travels down hill at a slope of about 15% where it dead ends. What types of structures are acceptable for handling head on impacts? If anyone can point me in the right direction of codes/standard plans, or even a contact in the State of Washington, I would greatly appreciate it.