Laserfiche WebLink
Aggregate Industries Haul Road <br /> Cesare Project No. 20.075 <br /> Case SS-2 <br /> Factor of Sally _ <br /> ■1.14-1.54 �•.. <br /> ■1.54-1.66 <br /> �1.64-I.)d <br /> 100 9 1.74-1," <br /> 1A4-1.94 <br /> 1,94-2.M <br /> M 204-2.14 <br /> O ■2.14.2.24 <br /> ■2-24-2.34 <br /> Ra2,14 <br /> f0 <br /> A <br /> do <br /> 4 <br /> w <br /> tl <br /> 30 <br /> ID <br /> 10 <br /> 0 <br /> 9 t0 20 ]0 W 50 W ]0 !A g1 1p0 t10 1A to t40 150 1,L lfi 1L, 1W 7,01 210 1A Zio 20 25C 2� ]J ZBO Z90 1110 310 lID 530 310 310 <br /> DISlatll:a <br /> Earthfill Embankment 1 to 1.25 Slope <br /> Color Name Model j Unit Cohesion' Phi' Phi-6 <br /> Weight (Psf) (a) (0) <br /> (Pcfl <br /> �! Bedrock Mohr-Coulomb 165 10,000 0 0 <br /> U Embankment Mohr-Coulomb 135 50 45 0 <br /> Fill <br />