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RCC. . .
<br /> RCC OVERFLOW STRUCTURES & SPILLWAYS
<br /> Quantity CemenU Cost Constr.
<br /> Project Cu.Yd. Application Cu.Yd. Yd.' Period
<br /> 1. Moose Creek Darn Floodway Completion Pro'. 16,700 5' thick floodway sill — 300111 567.00 1978
<br /> Fairbanks, Alaska flooaway to Tanana River Cu.yd. IAlaskai
<br /> Owner/Engr: CofE — Anchorage, Alaska approx.
<br /> Contr: Green Constr. Co.. Des Moines, la.
<br /> 2. Ocoee Darn #2— rehab., Benton,Tenn. 3.500 Downstream slop stabilization — — 1980
<br /> Owner/Engr: TVA, Knoxville, Tenn. of wood crib &rockfill •
<br /> Contr: TVA, Knoxville, Tenn. dam constructed In 1913
<br /> 3. Debris Retaining Structure Spillway 18,000 Spillway to replace failed 500#/ 537.00 1981
<br /> Castle Rock, Wash. Shotcrete Coated gaDion Spillway Cu.yd.
<br /> Owner/Engr: CofE, Portland, Ore.
<br /> Contr: Mountain Engrg & Constr., Bozeman, Mt.
<br /> 4. Brownwood Country Club Dam Rehab- 1,400 Downstream erosion 310# $42.00 1984
<br /> Brownwood, Tex. protection for overtopping (Type 1PI
<br /> Owner: Brownwood Country Club, Tex.
<br /> Engr: Freese & Nichols, Inc., Ft.Worth, Tex.
<br /> Contr: Central Plains Contracting Co.
<br /> Shawnee MisSIOn, Kan.
<br /> 5- Dolet Hills Power Plant Spillway, Mansfield, la. _ 26,120 Zoned mass spillway 160# + 533.51 1984
<br /> Owner: Southwestern Electric Power CO. 64#
<br /> Shreveport, La. laver)
<br /> Engr: Freese & Nichols, Inc., Ft. Worth, Tex.
<br /> Contr: Central Plains Contracting Co.
<br /> Shawnee Mission, Kan.
<br /> 6. Kerrville Pending Darn Rehab — Kerrville,Tex. 21,000 Gravity overflow Section 175# — 1985
<br /> Owner: Upper Guadalupe River Authority downstream of failed
<br /> Engr: Espey-Huston& ASSOCS., Inc., Austin,Tex. Concrete Capped embankment
<br /> Contr: H.B. Zachry Co., San Antonio, Tex.
<br /> MISCELLANEOUS RCC WATER CONTROL APPLICATIONS
<br /> Onantity Cement/ Cost Constr.
<br /> Project Cu.Yd. Application Co.Yd. Td.' Period
<br /> 1. Cochltf Dam— Cochiti, N.M. 58.460 Cement Stabilized fill under 16711 S 4.60 1968
<br /> Owner/Engr: CofE, Albuquerque, N.M. outlet conduit
<br /> Contr: Nolan Bros., Inc., Minneapolis, Minn. iup to 40 ft. thick)
<br /> 2. lost Creek Dam-Medford, Ore. 1,250 9' RCC working platform for 23511 — 1973
<br /> Owner/Engr: Umpqua River Navigation Co., RIC spillway on 11°slope—
<br /> Eugene, Ore. replaces 2'shotcrete
<br /> 3. Bonneville Lock& Dam—Second Power house 17,000 Protection Of horizontal 280# 533.00 1978
<br /> Borth Bonneville,Wash. excavated rock surfaces from air (horiz)
<br /> Owner/Engr:CofE, Portland, Ore. Slaking 543.00
<br /> Contr: Groves-Kiewit-Granite. Bellevue. Wash. (sloping
<br /> Surf aces)
<br /> 4. New Cumberland Lock& Darn— 2,150 Lock chamber floor 3't0 5' 35011 573.00 1982
<br /> New Cumberland,W.Va. thick for lock&dam originally
<br /> Owner/Engr: CofE-Pittsburgh. Pa. completed In 1962
<br /> Contr: Alan Stone Co.. Chester Hill, 0.
<br /> S. Highway Diversion Channel — El Paso, Ter. 14,100 Flood control channel 324N 1984
<br /> Owner/Engr: CofE, Albuquerque, N.M.
<br /> Contr: Elias Brothers Constr. Co., El Paso, Tex. -
<br /> 6. Power Plant Reclaim Pond—Sibley, Ind. 2,650 12' thick bottom for pond 350# 1985
<br /> Owner: Missouri Public Service CO. -
<br /> Engr: Black & Veatch, Kansas City, Mo.
<br /> Contr: List & Clark Constr. CO., Overland Park, _
<br /> Kan.
<br /> 7. Lake Brazos Darn Rehab-Waco, Ter, 17,000 Support of concrete spillway 300# 518.82 1985
<br /> Owner: City of Waco and stilling basin
<br /> Engr: Harza Engineering. Chicago, 111.
<br /> Contr: Young Brothers Contracting, Waco. Tel.
<br /> 36 August 1, 1985— Construction Neat
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