AU66ENG
Civil/Environmental
- Apr 7, 2003
- 2
I have a 3 foot flat bottom width trapezoidal concrete ditch section that has standing water in it due to very flat longitudinal grade and poor initial construction. I am considering a thin concrete overlay sloped to one side of the section to achieve a transverse slope in addition to the flat longitudinal slope. The overlay would be aproximately 1 1/2" thick on one side and 3/4" thick on the other side. My thoughts are to pressure wash the existing section, apply some type of bonding agent, and place a fiber reinforced mix consisting of either coarse sand as the only aggregate or either sand and an aggregate not exceeding 1/4".
I would appreciate some help on (1) my approach, (2) type of bonding agent to use, (3) suggested mix design.
I would appreciate some help on (1) my approach, (2) type of bonding agent to use, (3) suggested mix design.