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<br />rf.c" <br />f <br />I>, <br />"., <br /> <br />f <br />I <br />~" <br />~., I <br />i:';' <br />lt~, <br />? <br /> <br />- <br /> <br />l <br /> <br />Station* I <br /> <br />1 <br /> <br />~:,'I <br /> <br />I I <br />I 2701 f 5~ <br />1 <br />I 2695 f 65 <br />I <br />I 2615 f 99 <br />12609 f 05 <br />12570 f 90 <br />12556 f 5:3\ <br />2542 f 16 <br /> <br />""H <br />,.H <br />, , <br />~:'J -...:l <br /> <br />~~ <br />~'" <br /> <br />2511 f 77 <br />\250:3 f 85 , <br />:2502 f 60 <br />I <br />\2496 f 49 <br /> <br />i: <br /> <br />"Ie <br /> <br />Ti tIe <br /> <br />W. Evans Ave. Bridge <br /> <br />~. Mississippi Ave. <br />Bridge <br />Dam below W.Miss.Ave. <br /> <br />Lake Archer Div.Dam <br /> <br />Alameda Ave. Bridge <br /> <br />Bayaud Ave. Bridge <br /> <br />W. :3rd Ave. Bridge <br /> <br />Dam below :3m Ave. <br /> <br />RR Bridge b~lc:l <br />Umati11a St. <br />Vallejo St. Bridge <br /> <br />TABLE 2. <br /> <br />Waterway data for stn'ctu~across the South Platte River. <br /> <br />I <br />I <br />i <br />I <br /> <br />Type <br /> <br />i I <br />Ii <br />TiIl'ber pile i <br />I I <br />I Timber pile ! <br />i I <br />iConcrete ! <br />I <br />I <br />IConcrete <br />I <br />i <br />jSteel girder : <br /> <br />ITimber <br /> <br />IPla te girder <br />I <br />I <br />lconcrete <br />I <br />ITimber pile <br /> <br />'Timber pile <br /> <br />* Stationing of continuous levee s~'ster s'1own <br />mouth of the South Platte River. <br /> <br />f <br />, <br />t:" <br />..' <br /> <br />Structure <br /> <br />: Channel <br />i piers <br />. Io.l 'type <br />! <br /> <br />Description <br />I Crest or I <br />: bridge length \ <br />i feet : <br />, , <br /> <br />I <br />I <br /> <br />I <br />6 \ bents <br />I <br />9 I bents <br /> <br />-I <br />I I <br />I I <br />, - I <br />2 I piers <br /> <br />I <br />i <br />I <br />I <br />I <br /> <br />! <br /> <br />14:3 <br />230 <br />160 <br /> <br />200 <br /> <br />218 <br /> <br />i 6: piers <br />I 2 I piers <br /> <br />I - <br />113 bents <br />i <br />I 3 <br /> <br />164 <br /> <br />200 <br /> <br />158 <br />176 <br /> <br />198 <br /> <br />,l5oncrete <br />I. f <br />! pJ.ers 0 <br />iaqueduct. <br />9 'bents fo <br />!bridge. <br /> <br />i <br />on plates v-6 to V-8, inclusive. <br /> <br />Clearance l'lbove <br />channel Dottom <br />f'eet <br /> <br />ll.6 <br /> <br />ll.O <br /> <br />11.:3 <br />15.7 <br />12.8, <br /> <br />15.2 <br />16.8 <br /> <br />Station 0 f 00 <br /> <br />,Capacity in Second-feet <br />Base , <br />width IThtrough iUnrestricted <br />feet is ructures! <br /> <br />1 I <br />, I <br />150 I ! 15,100 <br />I If ,200 <br />150 I <br />i 15,700 <br />150 ! <br />, <br />15,000 <br /> <br />i 150 <br />I <br />I <br />I <br />I ! <br />: river mile 252.1 above <br /> <br />150 <br />150 <br />150 <br /> <br />150 <br /> <br />I 150 <br /> <br />150 <br /> <br />150 <br /> <br />Channel <br /> <br />I <br />I <br />I <br />, 10,500 <br />I <br />I <br />1 <br />I <br /> <br />:31,900 <br /> <br />22,600 <br /> <br />21,000 <br /> <br />ll,OOO <br /> <br />25,700 <br /> <br />22,000 <br /> <br />. <br /> <br />'. <br /> <br />14,000 <br /> <br />1:3,000 <br /> <br />I <br />i <br />I <br />I <br />I <br /> <br />1 <br />I <br />I <br /> <br />25,200 <br />25,000 <br />15,000 <br />14,600 <br /> <br />20,000 <br /> <br />25,000 <br />18,000 <br /> <br />15,500 <br /> <br />I <br /> <br />the <br />