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Last modified
1/25/2010 7:09:40 PM
Creation date
10/5/2006 2:27:33 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
10
County
Pueblo
Community
Pueblo
Stream Name
Saint Charles River
Basin
Arkansas
Title
FIR - St. Charles River
Date
3/1/1970
Designation Date
6/1/1970
Prepared For
Pueblo
Prepared By
USACE
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <br />- <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />TABLE 2 <br /> <br />BRIDGES ACROSS ST. CHARLES RIVER--OESCRIPTIONS <br /> <br />l<le"tific~tion <br /> <br />Mile <br />Above <br />Mouth <br /> <br />Maximum <br />Width of <br />Bridge <br />Open1nq <br />feet <br /> <br />NU1T1ber <br />of Spans <br /> <br />Type of Structure <br /> <br />LJ.S.fiigh\UeySO <br /> <br />3.22 <br /> <br />St"eltruss <br /> <br />'" <br /> <br />, <br /> <br />.SouthRoad <br /> <br />5.74 <br /> <br />Reinforced concrete <br /> <br />'" <br /> <br />3 <br /> <br />" <br />. <br /> <br />27thl"rl" <br /> <br />8.31 <br /> <br />ReinForced concrete <br /> <br />,.. <br /> <br />, <br /> <br />D&RGW/C&$ Railroad <br /> <br />17.66 <br /> <br />Reinforced concrete <br /> <br />11' <br /> <br />, <br /> <br />1_25 EestLane <br /> <br />23.33 <br /> <br />Reinforced concrete end <br />etructurd ..tad <br /> <br />m <br /> <br />3 <br /> <br />1-25 West L"rl" <br /> <br />23.36 <br /> <br />Reinforced <:oncrete end <br />~tructurel eteel <br /> <br />101 <br /> <br />3 <br /> <br /> <br /> TABLE 3 <br /> BRIDGES ACROSS 51. CHARLES RIVER__PERTINENT ELEVATIONS <br /> Intermodi"te Standard Relation of Inter. <br /> Stream 10. Bridse Regional Project Regional flood to <br /> Bod Steal Floor flood Crest FloadCr""t Bridee Floor (lav. <br /> Id"ntificaUon Elev. ~ E1ev. Elev. Elev. Above Below <br /> feet feet feet feet feet feet reet <br /> U.S. Highway 50 4.581.3 4.601.8 4.608.0 4.601.6 4.604.0 0.' <br /> So~th Road 4.617.7 4.638.3 4.640.5 4.641.1 4.643.3 0.' <br />" <br />" <br /> 17t.hLano 4.658.3 4.681.8 4.684.0 4.680.6 4.687.5 3.' <br /> D&ilG\lJjC&S RR 4,836.7 4.880.6 4,913.34 4.871.3 4,891.1 42.04 <br /> 1.25 (e"tLane 4,968.0 4.987.7 4.991.8 4,991.0 4,996.6 0.' <br /> 1_25 llJ..st lane 4.969.6 4.986.2 4.969.7 4.994.0 4.997.5 '.3 <br /> 4Topof reilll. <br />
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