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r <br />r <br />~ ', <br />• <br />• ) <br />l <br /> <br />i <br />Drains <br />Base S <br />Version: Risiwall S.1 030 <br />ENGINEERS, LTD. <br />Project Name: Nost6 Eagleview Drainage Chazmel <br />Site: N3 to F St <br />Soil Data <br />Infiu S <br />Retain <br />Foun <br />oil SM <br />Friction Angle ~i <br />Weight yi <br />d Soil SM <br />Friction Angle ~r <br />Weight yr <br />tion Soil SM <br />Friction Angle @f <br />Weight yf <br />Friction Angle µj <br />Cohesion cj <br />e Soil GP <br />Friction Angle ~d <br />Weight yd <br />Friction Angle µd <br />il GW <br />Friction Angle ~b <br />Weight yb <br />Friction Angle e <br />da <br />g <br />o <br />~ <br />Type 1 Geosynthetic and SRW Data <br />Geogrid Name <br />Ultimate Tensile Strength <br />Reduction Factor -Creep <br />Reduction Factor -Installation Damage <br />Reduction Factor -Durability <br />Factor of Safety -Material Uncertainties <br />Long Term Allowable Design Strength <br />Cceff. Drr Sliding <br />Cceff. of Interaction <br />Initial Connection Capacity <br />Maximum Connection Capacity <br />Apparent Connection Angle <br />Type 2 Geosynthetic and SRW Data <br />Geogrid Name <br />Ultimate Tensile Strength <br />Reduction Factor -Creep <br />Reduction Factor -Installation Damage <br />Reduction Factor -Durability <br />Factor of Safety -Material Uncertainties <br />Long Term Allowable Design Strength <br />Cceff. Dir Sliding <br />Cceff. of Interaction <br />Initial Correction Capacity <br />Maximum Connection Capacity <br />Apparent Connection Angle <br />Prepared By: BURNETT CONSULTING <br />Contact: TOM BURNETT <br />Phone: (970)723-4061 <br />Silty sands- poorly graded sand-silt mix <br />32.000 [deg) <br />120.000 [pct) <br />Silty sands- poorly graded sand-silt mix <br />32.000 [deg] <br />120.000 [pcfJ <br />Silty sands-poorly graded sand-silt mix <br />32.000 [deg] <br />120.000 [pct] <br />0.600 <br />42O.OW [psfJ <br />Poorly graded clean gravels- gravel-sand mixtures <br />38.000 [deg] <br />125.000 [pcf] <br />0.700 <br />Well graded clean gravels- gravel-sand mixtures <br />39.000 [deg] <br />135.000 [pcfJ <br />0.700 <br />STRATAGRID 200 <br />Tult 2420.000 [lb/fr] <br />RFcr 1.61 <br />RFid 1.10 <br />RFd 1.10 <br />FSunc 1.50 <br />Ta(1) 828.157 [Ib/fr] Eq [3-20] <br />Cds(1) 0.950 <br />Ci(1) 0.650 <br />acs(1) 774.050 [lb/ft] <br />Sc(I) 1534.400 [Ib/ft] <br />7<acs(1) 20.000 [deg] <br />STRATAGRID 200 <br />Tult 2420.000 [ib/ft] <br />RFcr 1.61 <br />RFid 1.10 <br />RFd 1.10 <br />FSunc 1.50 <br />Ta(2) 828.157 [lb/fr] FA [3-20] <br />Cds(2) 0.950 <br />Ci(2) 0.650 <br />acs(2) 774.050 [Ib/ft] <br />Sc(2) 1534.400 [lb/ft] <br />Aacs(2) 20.000 [deg] <br />pmm Page l5 <br />