TEEBOX
Member
This question is for Robert Roman.
On another board I noticed that you used a calculation of .007 as a capture rate for feasibility analysis on a new carwash site.
Is this an aggressive calculation? If we are not capturing at that rate then we are doing something wrong?
I'm on a corner lot with main traffic at 27K and other cross street at 12K.
Your calculation states I should have projected daily counts of 273 cars per day. (.0070 x 39,000) = 273
Is this how you do your napkin analysis?
Thank you in advance!
On another board I noticed that you used a calculation of .007 as a capture rate for feasibility analysis on a new carwash site.
Is this an aggressive calculation? If we are not capturing at that rate then we are doing something wrong?
I'm on a corner lot with main traffic at 27K and other cross street at 12K.
Your calculation states I should have projected daily counts of 273 cars per day. (.0070 x 39,000) = 273
Is this how you do your napkin analysis?
Thank you in advance!