AASHTO M273-11 Table 2
AASHTO M273-11 Table 2
(OP)
Supposedly, this specification has something to do with using epoxy coated wire mesh reinforcement instead of epoxy coated rebar for precast reinforced concrete box culverts with less than 2 feet of fill. Any guidance is appreciated?





RE: AASHTO M273-11 Table 2
RE: AASHTO M273-11 Table 2