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� .l nn �+- � - <br /> � <br /> ��f�PMy lI�1�10 <br /> EY�arl� WirAhylo� <br /> out in eecflon 9-03.14 of the WSDOT 5trndard Speciticatlone, except that the <br /> �redation ahould be as follows; <br /> 8icvc Size Peroent Pasein�bv Weiaht <br /> �4��incd� � .�� OU � � ,. <br /> : .: -:� . ;°' ,.. : r., , .. ; <br /> 114 {dcsh :: - ;; :: 25 to:'�S ;; , ,; . <br /> qo`:40 S to�.�3 <br /> na:�00 0 ta S , <br /> 4.4 6L�e St4bilitv ConeidersHous <br /> Major factors that are considered when evaluating the stabilIry of slopes are: <br /> 1. The type of material present wtthin the slope. <br /> a. ?7te gradient of the slope. <br /> 3. The presence or absence of water wlthin the slope <br /> �. The condiKon of adjacent slopes in ihe area. <br /> These factars encountered at this site are ae follows; <br /> l. The soils concatned withrn the area of the project stte constst of Sand from the <br /> Bsps�ance Sand member and are generally fatrly dense. <br /> 1, The gradient of the slope of the site is jairly steep. The slope dips at an <br /> incltnaHon 31°ib to 39%ro the »orth, <br /> 12 G6S, Inc <br />