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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />.' , <br /> <br /> T AS LEV <br /> SUMMAR Y OF ADSAS STUDIES <br /> Maximum . Maximum <br /> . ~ <br /> I Loading Canti lever Arch <br />Study # . Variables Conditions Stresses (psi) Stre~ses (ps i) <br />1001 Existing dam; Normal Unu su a 1 +242 +156 <br /> water surface @ 10978 -191 -228 <br /> ft.; Minimum concrete <br /> temp. <br />1002 Exi sti ng dam; PMF Unu su a 1 +202 +234 <br /> flood wate~ surface @ -150 -101 <br /> 10985 ft.; May 15 <br /> concrete temp. <br />2001 Repaired dam; unim- Unusual +183 + 85 <br /> proved concrete -129 -172 <br /> modulus; Normal water <br /> surface @ 10978 ft.; <br /> Minimum concrete temp. <br />2011 Repaired dam; Normal Un u sua 1 +215 + 97 <br /> water surface @ 10978 ft. -159 -235 <br /> Minimum concrete temp. <br />2013 Repai red dam; Normal Unusual + 61 +117 <br /> water surface @ 10978 - 27 - 31 <br /> ft.; June 14 temp. <br />2014 Repaired dam; Normal Extreme + 69 +149 <br /> water surface; June - 8 - 51 <br /> 14 temp.; Earthquake <br /> Loading 0.16 g. <br /> <br />+ = compression <br />- - tension <br /> <br />-22- <br />