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NItional Concrete Masonr: , Lcuion Page 2 of 6 <br /> Soil Data <br /> Friction <br /> Soil Zone Description Cohesion lc) Unit Weight <br /> Angle(d)) <br /> (Psf) (YAK° <br /> (degrees) <br /> Reinforced Soil Sandy GRAVEL N/A 35.00 135.00 <br /> Retained Soil Glaciial TILL N/A 38.00 140.00 <br /> Leveling Pad Soil Crushed Stone N/A 38.00 135.00 <br /> Foundation Soil Glacial TILL 1000.00 38.00 140.00 <br /> Segmental Unit Data <br /> Segmental Unit Name : C-C <br /> Cap Height(Inches) : 0.00 <br /> Unit Height(Hu)(Inches) 18.00 <br /> Unit VVidth (Wu)(Inches) 41.00 <br /> Unit Length (Inches) 46.00 <br /> Setback (Inches) : 1,58 <br /> Weight(Infilled)(1b) 1900.00 <br /> Unit Weight (Infilled)(Pcf) :96.71 <br /> Center of Gravity(Inches) 20.5 <br /> - - --- <br /> Geosynthetic Reinforcement Type and Number <br /> Supplier Product Name Number <br /> Comtrac 400 0 <br /> Comtrac 800 8 <br /> Contrac 600 0 <br /> --- <br /> Geosynthetic Properties <br /> Tult LIDS <br /> Geosynthetic Product RFcr RFd RFid Ci Cds <br /> (lb/ft) (lbfft) <br /> 00 <br /> 14316.00 14316. <br /> Comtrac 400 1.00 1.00 1.00 0.90 0.90 <br /> 20827.00 20827. <br /> Comtrac 800 1.00 1.00 1.00 000.90 0.90 <br /> 27200.00 27200.00 <br /> Contrac 600 1.00 1.00 1.00 0.90 0.90 <br /> --------- <br /> lile://le:Trograni%20Files%20(x8(,)/NCM.A/SR Wall%204.0/Report.html 6/26/2015 <br />