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<br />BRiDGE IMPRC, #051 ESTIMATES
<br />Assumptions
<br />1. Futuf8 channel inver1 and slope are same as in existing condition, unless channel andlor road Improvemenls ..ue specified
<br />2. Under design conditions, s:truclures are not under pressure flow
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<br />ROADIBRIDGE CONSTANTS
<br />Deck & Pavement Thickness'" 2 It
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<br />COSTS:
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<br />Bridges =
<br />Road Demolllion and Repair ::
<br />Road Base Fill .
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<br />80 $Isqft
<br />30 $Isq.yd
<br />8 Slcy
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<br /> Istin "' L~ange onslruCllon o,~ Iota
<br />Reach Number and Channel Top Road Channel Top Road Rood Low lOO-Vr EXlsllng Height Span RMd RMd Road RMd Elfidges Road Road 35% 20% Property PrOject
<br /> RoadCrosslng Invert S'_ Length Ch"'" Regional Q Capacity Opemng Length Width Elevation Fill 5U:':09 FlU Surfacing C~I Contigency Total Engineering Acqulstion Costs
<br /> ft.'"'" ft,msl Mt ft,,",,, ft ~""I cts cf, ft ft ft ft ~
<br /> GODDING HOLLOW
<br />. WCR10W 50628 5Q66,3 0,0200 5067.5 2'" 5065.5 23() 40 27 , 75 1.2 833 2083 $30,000 $6,687 $62,500 $99,167 $34,708 $133,875 $26,775 10 $160,650
<br /> 1-25 5046.5 5057.5 00100 5057.5 0 5055.5 840 2460 70 0 75 0 0 0 10 10 SO SO SO 10 SO 10 10
<br />8 WCR12 4994 4 5000.3 0.0070 5002,0 300 50000 1600 60 5.6 " 15 17 1417 2500 $210,000 $11,333 $75,000 $296,333 $103,717 $400,050 $80,010 10 $480,060
<br />7 SHW52 48601 49746 0,0091 4979,0 1800 4977 0 2000 1000 180 11 90 44 23467 18000 $79,200 $187,733 $480,000 $746,933 $261,427 $1,006,360 $201,672 $0 $1,210,032
<br />8 WCR16 4935.1 4940,1 0,0058 4945.0 800 4943,0 3000 160 7,. 40 75 4.. 10889 8867 $240,000 $87,111 $200,000 $527,111 $164,489 $711,600 $142,320 10 $853,920
<br />, WCR18 4913.1 4921.5 00020 4921,5 0 49195 3400 190 8.4 .. 75 0 0 0 $540,000 SO $0 $540,000 $189,000 $729,000 $145,800 10 $874,800
<br />4 WCR20 4887.4 4892.7 00030 4894.0 360 48920 3600 210 4,6 135 75 1.3 1300 3000 $810,000 $10,400 $90,000 $910,400 $318,640 $1,229,040 $245,806 10 $1,474,648
<br />3 WCR22 48614 4869.1 00030 4870,0 0 48860 3700 300 88 eo 75 O. 0 0 $480,000 $0 $0 $480,000 $168,000 $648,000 $129,600 10 $777,600
<br />3 WCR24 4828.0 4941.5 0,0010 46420 0 4640.0 3_ 240 120 51 75 05 0 0 $348,000 $0 $0 $348,000 $121,800 $469,800 $93,960 10 $563,760
<br />1 WCR28 4814.0 4824.5 0.0040 4822,0 0 4820.0 4700 210 6.0 100 75 -2' 0 0 $600,000 $0 $0 $600,000 $210,000 $810,000 $162,000 $0 $972,000
<br /> Totals $3,337,200 $303,244 $007,500 $4,547,944 $1,591,781 $6,139,725 $1,227,945 10 $7,367,670
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<br />P:\cOWELOO1\SPREADS\improvcoslS,wb3
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<br />11/24/99
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