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`J <br />r 1, <br />U <br />~~ <br />i '~~ <br />Table 4. ~, Rigid pavement design catalog for Icw- <br />~~ ~volumereads: racommahddd minimum PCC - <br />siab thicknese(inchea) fcrthrce Vav¢IS of axle <br />Toad traffic cnd rive Iaval3 0' roadbdd soil - <br />quafiry. Inherent relizhiidrr: 50 percent. <br />Tra Hic Luvel <br />Relarive GusGry <br />ot'RoaEbed Soil low 65edlvm Hi6h <br />Verv Gvod . 5 5 h 6 <br />Gcod ~ 5 5 `.i ~ 5. <br />Fa.r 5 _ -~ 8`i . <br />?oar ~ c o c ._ ~ - <br />. Very rvcr 3 6 C`~ ~ .::~.'p': <br />Tahle 4.9. Rigid pcvemani design catalog for low- ~ - <br />volumeroads: recommended minimum PCC <br />slab thickness (inahes)for U.raolevels of axle <br />' load iraNic and five levels of roadhed saii <br />Guolity: Inherent reliahiliry: ?5 percent. <br />`_ - <br />Traffic Leval <br />Relative Qua6ry <br />a}Roedhed Soil Low Medium High ~ ,_ <br />Very Gvod 5 5'ri 6SS <br />Gvod a 5'r. 7 <br />Feir' 6 6 ] <br />-oor E - G 7 <br />Very ?car e c ] <br />I <br /> <br />"~.: . <br />~. <br />~ ~~~ `. <br />AttacFrmeat 2.05.3(3)8- 22 <br />Ate chment 2.05.3(3)8- 22 <br />