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' Natioral Concrete Masonarv Association Paae 2 of 10 <br /> Soil Data <br /> Cohesion(c) Friction Unit Weight <br /> Soil Zone Description �P � Angle(ci�) �Y��p � <br /> S (degrees) � <br /> Reinforced Soil Select Backfill(SW-SM) N/A 34.00 125.00 <br /> Retained Soil Select Backfill(SW-SM) N/A 34.00 125.00 <br /> Leveling Pad Soil Base Aggregate(GP-GM) N/A 45.00 135.00 <br /> Foundation Soil Silty Clay(CH) 100.00 24.00 125.00 <br /> Segmental Unit Data <br /> Segmental Unit Name : Diamond <br /> Cap Height(Inches) : 3.00 <br /> Unit Height(Hu)(Inches) : 6.00 <br /> Unit Width (Wu)(Inches) : 12.00 <br /> Unit Length (Inches) : 16.00 <br /> Setback(Inches) : 1.12 <br /> Weight(Infilled)(Ib) : 80.00 <br /> Unit Weight(Infilled)(pcfl : 120.00 <br /> Center of Gravity(Inches) : 6.00 <br /> Geosynthetic Reinforcement Type and Number <br /> Supplier Product Name Number <br /> Mirafi Miragrid 3XT 2 <br /> Geosvnthetic Properties <br /> Geosynthetic Product ��b�ft� RFcr RFd RFid (Ib ft) Ci Cds <br /> Miragrid 3XT 3500.00 1.60 1.15 1.15 1654.06 0.90 0.90 <br /> ------------------------------------------------------------------------------------------------------------------------------------------------ <br /> file://C:AProaram Files\NCYIA`,SRVv all �.0\Report.html l0i?�i�011 <br />