Please calculate the EALF for the following loading configuration for a flexible pavement with $SN=5\mathrm{.}0$ and $p_t=2\mathrm{.}5$ using the equations we used in class.

a$)$ Single axle $18,20,36$kips

b$)$ Tandem axle $18,20,36$kips

c$)$ Tridem axle $18,20,36,54$ kips

Fill the table with your answers. $*$see table in picture

Please calculate the total ESAL for a pavement with the following information:

a$)1000$ trucks per day in the design lane.

b$)$ All axles are singles$.$

c$)$ Average number of axles per truck is $2.$

d$)40\%$ of the measured axles are $14$kip,$30\%$ of the axles are $10$kip and $30\%$ of the axles are $22$kip.

e$)$ Growth rate is $3\%,$ and design life is $20$ years.

Please use $F_i=EAL{F}_i=(\frac{L_i}{18}{)}^4$ and growth factor $GY=\frac{(1+r{)}^Y-1}{r}$

To solve this problem, you need to calculate the truck factor yourself using $({\displaystyle \underset{i=1}{\overset{m}{}}}{p}_i{F}_i)(A)$