PowerStroke79_PE
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- Apr 29, 2013
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We are adding a bus lane to a drive within a parking lot at our local college. I always like to analyze the work we do and try and learn from it on the design aspect and not just on the construction side of it. Below is a picture of the work being performed along with the specs given to us. My main question is: What Code to follow, or design method I should say, would best reflect what was designed for this project? I worked it out with the ACI 330R-01, specifically Chapter 2. Any thoughts is much appreciated.
Specs:
3500 psi Concrete
#5's Grade 60 Rebar @ 12" O.C.E.W.
Keyway Joint every 30' or Cedar
6" Curb & Gutter
1' t 2' Cut out to meet grade.
Specs:
3500 psi Concrete
#5's Grade 60 Rebar @ 12" O.C.E.W.
Keyway Joint every 30' or Cedar
6" Curb & Gutter
1' t 2' Cut out to meet grade.