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Allowcble 18 -kip Equivalent <br />Single Axle tccd Applications, W - <br />1 :1 1 1 1 , f ill 1 <br />o g S <br />° <br />Medulus of Aggregate Base Lover, E8 (psi) <br />1 I Exan+ote : <br />c o o O • 8 inches ' <br />v $ $ o o RD s 2.5 Inches <br />° M = 4,800 psi <br />ass ' 30,000 psi <br />Sointion : w - : 28,000 <br />(18 -kip ESAU <br />ta'i • <br />Pesilient Mcdulus of Roadbed '• ; <br />Masericl, M, (psi) <br />ca <br />Allowable Rut Depth, RD (inches) <br />a t a w N _ a m . Q/ - 0 q A <br />Thickness of Aggregate. Sese Layer Considered <br />for Rutting Criteria, D (inches) <br />F; uro 4.3. Design char: far a . <br />8 Q ggrQgata�sur{acod road., concidorin0 allctivablo rur. np. <br />/I 'a 4Ul ON •DUi 'UOIIPIDOSSH SlOna U1a1SOM _waal:I onn7 •n7 '1PW <br />REVISED JULY 2006 Attachment 2.05.3(3) -8 -15 <br />