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SR Wall (ver 3.22 April 2002) <br />LN U0310349 <br />Uniformly DisMbuted Surcharges: <br />Live Load Surcharge (psf) 50 <br />Dead Load Surcharge (psi 25 <br />Geometry and Sumhame Notes: <br />none... <br />Soil Data: Soil Description <br />Reinforced Soil Select Backfill <br />Retained Soil Sandy Slit (ML) <br />Levelling Pad Soil Aggregate Base (GP -GM) <br />Foundation Soil Sandy (11111.) <br />Page 2 <br />Soil Notes: <br />Contractor must verify soil parameters prior to and during wall construction. Backfill used in the reinforced zone shall meet the requirements in <br />Anchor's Concrete Segmental Retaining Wall System specifications Rom 2.01 E. <br />Segmental Unit Name • Anchor Diamond <br />Segmental Unit Data: <br />Cap Height (in) <br />Friction <br />Unit Height(Hu)(in) <br />Cohesion <br />Angle <br />Unit Weight <br />(psf) <br />(degrees) <br />(pct) <br />N/A <br />32.0 <br />125.0 <br />NIA <br />28.0 <br />120.0 <br />N/A <br />45.0 <br />135.0 <br />25.0 <br />28.0 <br />120.0 <br />Page 2 <br />Soil Notes: <br />Contractor must verify soil parameters prior to and during wall construction. Backfill used in the reinforced zone shall meet the requirements in <br />Anchor's Concrete Segmental Retaining Wall System specifications Rom 2.01 E. <br />Segmental Unit Name • Anchor Diamond <br />Segmental Unit Data: <br />Cap Height (in) <br />3.0 <br />Unit Height(Hu)(in) <br />6.0 <br />Unit Width (Wu)(in) <br />12.0 <br />Unit Length (in) <br />16.0 <br />Setback (in) <br />1.125 <br />Weight (inflled)(Ibs) <br />80.0 <br />Unit Weight (infilled) (pcf) <br />120.0 <br />Center of Gravity (in) <br />6.0 <br />Segmental Unit Notes <br />Contractor must place crushed rock (drainage rock) within the cores of the block and a minimum of 12" behind the block. See Typical Cross Section. <br />Segmental Unit Interface Sheer Data <br />Properties Ultimate Strength Criteria Service State Criteria <br />Minimum (lbs/ft) 1076.0 770.0 <br />Friction Angle (degrees) 26.0 23.0 <br />Maximum (lbs/ft) 2150.0 2050.0 <br />Segmental Unit Interface Notes: <br />As interpreted from laboratory test results. <br />Geosynthedc Reinforcement Types and Number <br />Type Number Name <br />1 6 Mlrafi 3XT <br />