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30'000 pul <br /> 4,900 psi <br /> 6 FISI z 3.0 <br /> n <br /> SoItjticn: W,,PSI 16,001 p ESAL) <br /> 3 r_- <br /> Alodulos of Base <br /> Malarial. E (psi) <br /> 71) <br /> m <br /> 2 0 ---- <br /> 1 0 m <br /> 2 <br /> 5.000 <br /> aN -+ <br /> ;Iz <br /> m 7Z <br /> 10.000 C'- Q <br /> Serviceability <br /> 15.uou <br /> Lo s, S PSI <br /> /4 <br /> 20.000 <br /> C1. <br /> T---I 1,-r-r TT T—— —T7 T- <br /> 10 50 100 400 4 <br /> 6 8 10 12 14 16 <br /> Allowable 18-kip Equivalent Base Layer Thickness, DBS (inches) <br /> Sin-,!e Axle Load Applications, W,, (thousands) <br /> PSI <br /> 3 <br /> Figure 4.2. Design chart for aggrogete-f wfneed roads covMdoring allowable serviceability loss. <br />