LSS. S3Q. : S § S : WHEEL VALUE Fr LOAD w 7000 INV 6000 § YALUE 3000 1000 G00 G00 600 Jeg BEARING IN L&s. SaneTT nn 9°08"b4eat atehe?. OCG Q be 2. Oo) Cex e. SC¢,se: PCD OC BEARING SUB -GAAD, ON Roz BEARING NOTE ASSUMED REACTION SRRAVACRAHS SOON VALUE Of MATERIAL CURVES ARE BASED ON A PARPABAOLOIDS . DIAGRAMS IN LBS. / SQ. FT. LIMITING SLOPE ARE ASSUMED OF LOAD TO BE REQUIRED THICKNESS IN INCHES OVERLYING MATERIAL OF A GIVEN iF OMS TRIBUTION FAE REACTION S FIGURE 5 .9-3 FLEXIBLE PAVING DESIGN 5-79