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J<br />

Total equivalent 18-kip single-axle<br />

load applications (thousands)<br />

-.9 Ot<br />

o 0<br />

i,." l,<br />

- g '-" 0<br />

-o<br />

~<br />

,D'<br />

e<br />

;<br />

Total equivale'nT1S=-kip single-axië<br />

load applications (thousands)<br />

-o '-" N<br />

g 8 :5<br />

o 0 0<br />

1.\.;. 1.'1\ ,r<br />

- '-"<br />

go<br />

N o 0<br />

o 0<br />

!<br />

N - Ln<br />

o 0 0<br />

g 8\~<br />

g. Daily equivalent 18-kip single-axle load applications<br />

:; (20 year analysis penod)<br />

z<br />

1<br />

1<br />

1<br />

1<br />

!<br />

0'<br />

5...<br />

c,<br />

9"<br />

sz:<br />

i:<br />

Sl'f<br />

> cr.<br />

:r:<br />

o<br />

k, Modulus of subgrade reaction /<br />

1 J 1 j 1 i ) i i<br />

U1 .;:.. W N<br />

g s g g g<br />

i<br />

ci<br />

o<br />

~<br />

Il<br />

I~<br />

b<br />

\<br />

\<br />

ft. Working stress in concrète<br />

k, ~~dU:US, of ~ub~ra~e r~action (<br />

Ul .;:.. W N 0<br />

8 g g g 0<br />

li 1", ! i<br />

""-J Ul..p. W r-e<br />

0000 0<br />

o 00\0 0<br />

\<br />

\<br />

\<br />

\<br />

\ =.:P<br />

-" :J <<br />

, kness (

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