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ProShake Report <br />ile: C:\NEWMARK\BRUCEP-1\FINAL\MAINDAMI.DAT <br />..rofile <br />Profile Name: Bruce Park Dam Main Dam - Revised <br />Water Table: 20.00 ft <br />Number of Layers: 13 <br />Layer Material Name <br />Number ; <br />New Embankment Thlr()ess <br /> <br />8.00 Uni(We g t3 Gk <br />1 <br />123.00 `800.00 (ftVs c) <br /> <br />457.45 Modulus Curve Damping ?urvv parameter Parameter <br />1 <br />Clay - PI=20-40 (Sun et Clay -Upper Bound (Sun <br />2 ;New Embankment 1 <br />;New Embankment : 8.00 <br />8.00 123.00 800.00 <br />123.00 800.00 ; 457.45 <br />457.45 ( lay - PI=20-40 (Sun et` Clay -Average (Sun et al <br />Clay - PI=20-40 (gun at Clay - Average (Sun et al <br />3 <br />4 New Embankment 1 <br />5 + Old Embankment t <br />1 8.00 1 <br />6.00 125.00 800.00 <br />122.00 i 1,560.00 ( 453.78 <br />641.41 Clay - P1=20-40 (Sun et Clay - Average (Sun et al <br />Clay - PI=10-20 (Sun et Clay - Average (Sun et al ; <br />- Average (Sun at al <br />Old Embankment 6.00 122.00 1,800.00 688.98 Clay - PI=10-20 (Sun eu Ulay <br />6 <br />Old Embankment "6.00 122.00 12,010.00 728.07 Clay - PI=10-2) (Sun at! Clay -Average (Sun at al <br />7 e (Sun at all <br />-Avera <br />Cl <br />I Old Embankment 6.00 122.00 2,240.00 768.59 g <br />ay <br />Clay - 1-I=10-20 (Sun at <br />8 - - Average (Sun at al <br />t Cl <br />g :Foundation <br />j p Foundation 10.00 <br />10.00 1126.00 .980.0(T <br />126.00 j 1,070.00 1500.24 <br />522.71 ay <br />Clay - PI=20-40 (Sun e <br />Clay - P1=20-40 (Sun eta Clay - Average (Sun et al 1 <br /> <br />f <br />e (Sun et al <br />- Avera <br />Cl <br />tion <br />d <br />F 00 <br />10 '126.00 1,180.00 548.92 g <br />ay <br />Clay - PI=20-40 (Sun et <br />----j <br />a <br />oun <br />1 <br />1 . l <br />e (Sun et al <br />- Avera <br />Cl <br />612 :Foundation 10.00 126.00 11,280.00 571.71 g <br />ay <br />i <br />Clay - P1=20-40 (Sun etl <br />-13 ! Bedrock Infinite -- 1139.00 { 14,000.00 11,800.15 1Rock (Ionss) Rock (Idriss) <br />t Motion <br />-. mber of Motions: 1 <br />Numeber of Iterations: 5 <br />Strain Ratio: 0.65 <br />Tolerance: 5.00% <br />Output Locations <br />