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FLOOD08428
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FLOOD08428
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Last modified
1/25/2010 7:14:32 PM
Creation date
10/5/2006 3:36:27 AM
Metadata
Fields
Template:
Floodplain Documents
County
Lincoln
Community
Limon
Stream Name
Limon area rivers and streams
Basin
Arkansas
Title
Town of Limon Reconnaissance Level Investigation
Date
9/3/1987
Prepared For
Limon
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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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 />ALTERNATIVE l-A <br />REINFORCED CONCRETE BOX CULVERTS I <br />10 ft. X 7 ft. <br /> <br />Alternative I-A <br />(see Figure 6) <br />100-year flood <br />Alternative I-A <br />crossing. <br /> <br />uses 8 - 10ft. x 7 ft. concrete box culverts <br />to bring the water surface elevation of the <br />event into the tributaries natural channel. <br />incorporates four railroad tracks in the <br /> <br />~. . <br />... ,. ," <br />'~ ... .' <br /> <br />~ .' . . <br /> <br />o <br /> <br /> <br />..', .:' <br /> <br />~ <br />- <br /> <br />. . <br /> <br />.' <br /> <br />, <br />'4 <br /> <br />d0 <br /> <br />--i /0' -t-~ <br />-I <br /> <br />FIGURE 6 <br /> <br />Cost Estimate <br /> <br />In researching the costs associated with Alternative I-A we <br />contacted Carder Concrete. Littleton. Colorado. Carder <br />Concrete estimated E-80-RR. railroad loading design. 10 ft. x 7 <br />ft. concrete box culverts delivered to jOb site at limon would <br />be $488.00 per linear foot. <br /> <br />To determine the labor involved in excavating. placing. and <br />backfilling the concrete culverts we contacted Binder <br />Construction. Denver. Colorado. Binder Construction stated <br />that they have experience in placing pipe of equal size and <br />usually bid such a jOb at about $ 150.00 per linear ft. <br /> <br />Materials: <br /> <br />Eight rows of Box Culverts x 110 ft. length <br />8 x 110 =880 L.F. @ $488.00 = $ 429.440.00 <br /> <br />Labor: <br /> <br />880 L.F x $150.00 L.F. = $ 132.000.00 <br /> <br />Enqineerinq: <br /> <br />Engineering design. survey. and inspection @ 10%= $ 56.144.00 <br /> <br />Total Cost Estimate Alternative l-A <br /> <br />= $617.584.00 <br /> <br />3820E <br /> <br />-9- <br />
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