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Dam Search Results

Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

← Scroll the table horizontally to view its entire width →

NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
Willow CreekUSAUS Army Corps of EngineersF RWillow Creek1711/8104/8209/8204/8352543331331V(7)0.80(17)0.80(17)3003004719(F)
Middle ForkUSAExxon Company, Houston, TexasF WMiddle Fork 105/8407/8409/8411/84381254243V(1)0.80(1)*conduit 300300660(-) -
Carroll E. Ecton - formerly WinchesterUSAWinchester Municipal UtilityWUpper Howard Creek206/8408/8411/8401/85233632427V(6)V
1.00
(5)
(17)
1.00(1)3003001040(-) -
GalesvilleUSADouglas CountyF I R WCow Creek5207/8405/8508/8510/8550290161171V(1)0.80(17)0.80(17)3003005351(F)
Grindstone CanyonUSAVillage of RuidosoWGrindstone209/8505/8607/8610/86424328896V(1)0.75(1)*0.75(1)300300760(-) -
MonksvilleUSANorth Jersey District Water Supply Commission and Hackensack Water CompanyWWanaque2705/8503/8608/8611/8648670219232V(1)V
0.78
(1)
(17)
0.78(1)*300300640(-) -
Lower Chase CreekUSAPhelps Dodge Morenci Inc & Sumitomo Metal MiningFLower Chase Creek103/8705/8706/8707/87201221422V(1)0.70(1)*0.70(1)*3003006440(F)
Upper StillwaterUSACentral Utah Water Conservancy DistrictI WRock Creek3712/8309/8508/8712/879181511251281V(14)0.32
0.60
(14)
(14)
0.32
0.60
(14)*
(14)*
30030079173(F)
Elk Creek (as halted)USAUS Army Corps of EngineersFElk Creek12503/8504/8701/88- /0035365266348V(1)0.80(14)0.80(12)1506007033(F)
StagecoachUSAUpper Yampa Water Conservancy District, Steamboat Springs, ColoradoH I R WYampa4208/8706/8807/8811/88461163439V(1)0.80(1)*0.80(1)*3003007171(F)
S.W. Freese - formerly Stacy - spillway)USAColorado River Municipal Water DistrictWColorado70005/8705/8804/8901/903117389158V(13)0.831(17)ogee(12)30030012562(C)
Quail Creek South USAWashington County Water Conservancy DistrictWQuail Creek5002/9003/9005/9008/9042610130150V(1)V
0.85
(1)
(17)
conduit 3003008053(F)
Freeman diversionUSAUnited Water Conservancy DistrictGSanta Clara 03/9007/9009/90- /9117366101110V(1)0.80(17)0.80(17)30030012583(F)
Nickajack Auxillary SpillwayUSATennessee Valley AuthorityHTennessee31108/8907/9002/9104/921742779790.25(3)*0.60(3)*0.60(3)*30060085119(F)
Cuchillo NegroUSACity of Truth or ConsequencesFCuchillo Negro 10/8903/9005/9107/91501867582V(7)0.90(17)separate 3003007759(F)
Victoria replacementUSAUpper Peninsula Power Co., MichiganHWest branch 1304/9108/9110/9106/92371003640V(12)0.80(3)*0.80(3)*3003006767(C)
Alan Henry SpillwayUSABrazos River AuthorityWDouble Mountain Fork 14003/9112/9104/92- /9325842223V(13)1.10(17)ogee(1)30030011959(F)
Jim Wilson - formerly Town Wash DetentionUSATown of Mesquite, NevadaFTown Wash 01/9203/9205/9206/92182644345V(14)1.50(3)1.50(3)*
(17)*
20020010771(F)
C.E. SiegristUSACity of Lebanon AuthorityWMill409/9104/9207/92- /93402136970V(6)0.80(17)0.80(1)3003005934(F)
Zintel CanyonUSACity of Kennewick, WashingtonFZintel303/9207/9210/9212/92391585455V(7)0.85(17)0.85(17)300300740(-) -
Elmer Thomas - replacementUSAUS Fish and Wildlife Service, Department of the InteriorRLittle Medicine Creek1002/9201/9302/9305/93341282934V(1)0.64(1)none 3003008989(F)
Clifford D. Craig - formerly Spring HollowUSARoanoke CountyWoff-stream1210/9203/9308/93- /9474302222223V(6)0.80(17)none 3003005353(F)
Hudson River Nº11USABanks CountyWMountain Creek 11/9204/9308/93- /93211682628V(6)0.80(1)*0.80(1)*30030011984(F)
Rocky GulchUSAPhelps Dodge CorporationPRocky Gulch 05/9405/9406/9407/94185567V(1)0.80(17)none 3003001840(-) -
New Peterson LakeUSACity of GreeleyWTributary of Cache La Poudre305/9509/9511/9512/95217078V(1)0.80(1)*0.80(1)*30030014548(F)
Jack Turner - formerly Big HaynesUSAConyers-Rockdale Big Haynes Imp. AuthorityWBig Haynes Creek 10/9402/9506/9609/96274277274V(8)0.80(10)*0.80(10)*30030042
39
42
39
(F)
Tie HackUSACity of BuffaloWSouth Fork Clear Creek305/9610/9608/97- /97411706269V(1)0.80(1)*0.80(1)*3003008983(F)
Penn ForestUSABethlehem Authority, City of BethlehemWWild Creek208/9609/9710/9812/9849610283283V(6)0.50(15)
(7)
conduit 3003005841(F)
BuckhornUSATown of WilsonWContentea Creek 03/98- /9804/9906/09167816469V(6)    300300890(-) -
Barnard Creek Canyon Debris DamUSACity of CentervilleFBarnard Creek 08/9911/9911/9901/00184633V()0.75()*0.75()*30030010884(F)
Bullard CreekUSANatural Resources Conservation ServiceFBullard Creek110/9808/99- /99- /991611077V(3)v
0.75
(3)*0.75(3)*30030014844(F)
Trout CreekUSAPaul MoltzI RTrout Creek108/9904/0005/0007/003138910V(1)0.80(1)*0.80(1)*3003001630(-) -
Pickle JarUSAParadise Valley EstatesW 110/9903/0005/0008/001657331331V(1)0.80(1)*0.80(1)*300300900(-) -
Pajarito CanyonUSAUS Department of Energy (Los Alamos Lab.)/US Army Corps of EngineersFPajarito806/0007/0008/0009/00361124848V(15)1.00(17)conduit 3003001480(-) -
North Fork Hughes RiverUSAUSDA Natural Reseources Conservation ServicwF R WNorth Fork Hughes River148007/9903/0107/01- /01262006565V(8)0.80(10)0.80(1)30030059
107
59
65
(F)
Hunting Run USASpotsylvania CountyWHunting Run205/0002/0101/0208/0236720115128V(8) (17) (17)3003007437(F)
Randleman Lake USAPiedmont Triad Regional Water AuthorityR WDeep8407/0104/0207/0201/03312807076V(1)0.75(1)*0.75(1)*30030089104(F)
OlivenhainUSASan Diego County Water AuthorityWEscondido Creek3006/0102/0210/0207/039778810701140V(4')0.80(3)*0.80(1)*30030074121(F)
Big CherryUSATown of Big Stone GapWSouth Fork, Powell River204/0409/0401/0507/05261131112      3003008282(F)
Saluda dam remediationUSASouth Carolina Electric and GasHSaluda197008/0207/0304/0507/0565243910041410 (5) (5)  3003008989(F)
Pine BrookUSAPine Brook Water DistrictW 101/0510/0504/06- /06261702730V(7) (17)separate 3003009559(F)
Genesee #2USAGenesee Water and Sanitation DistrictWBear Creek106/0611/0611/0610/072916824 V     300300   
Hickory Log CreekUSACobb County - Marretta Water AuthorityWHickory Log Creek110/0512/0606/0710/0755290165 V(8)0.80(3')*0.80(1)30030089
80  74
89
98  104
(F)
Elkwater ForkUSANatural Resources Conservation ServiceWTygart Tributory3- /0604/0708/07- /0739204106113V(8)0.80(3)*0.80(1)*3003005989(F)
Bear CreekUSATennessee Valley AuthorityF WBear Creek4701/0810/0805/0906/09272926069V(1)0.80(1)*  3003007777(F)
Taum Sauk
[H-F]
USAAmerenUEHWater source - East Fork of Black River602/0710/0711/0906/10492060244825000.60(1)0.60(1)no
spillway
 3003005959(F)
Deep Creek Nº5DUSAYadkin County and NRCSF WDeep Creek1512/0804/0912/0907/10222263945V(3')0.80(3')*0.80(1)*3003008989(F)
Thornton Gap (Tollway)USAMWRDGC (Metropolitan Water Reclamation District of Greater Chicago)F-102/1006/1109/1111/1135692525V(3') (3')* (3')*3003004879(F)
Portugues
[A-G]
USAUS Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto RicoFPortugues2004/0801/1105/1212/1367375270310V(3')0.35(3')*0.35(1)30030011451(F)
Dry Comal CreekUSAComal County, TexasFDry Comal Creek410/1103/1208/1212/12264576267V()0.80()*0.80()30030060100(C)
San Vicente Dam RaiseUSASan Diego County Water Authority and City of San DiegoWSan Diego29906/0908/1109/1209/14103474459465V(4')0.78(3')*0.78(3')*30030086127(F)
Cannelton
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 05/0906/1208/1309/1635158113 0.80(10)0.80(10)separate 23023011864 
Meldahl
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 04/1106/1312/1304/16288456 0.80(10)0.80(10)separate 23023011662 
Willow Island
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 12/201111/201304/201402/2016206649 0.80(10)0.80(10)separate 23023011662 
Smithland
[H-F]
USAAmerican Municipal Partners (AMP)HOhio 12/1103/1410/1407/1733153120 0.80(10)0.80(10)separate 23023011864 
Duck RiverUSACullman Utilities BoardWDuck101/14- /1509/15- /1641901211280.10 1.00 1.00 30030010755(F)

← Scroll the table horizontally to view its entire width →

 

Search again

Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control / Recreation

River: Willow Creek

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 11/81

Start of RCC: 11/81

End of RCC: 09/82

End of Project: 04/83

Specifications

Height: 52 metres

Length: 543 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
47
Pozzolan (kg/m3)Pozzolan Type
19Low-lime flyash (ASTM Class F)
  
Willow Creek completed
Willow Creek completed

Full Dam Information

Details

Country: USA

Owner: Exxon Company, Houston, Texas

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
66
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Middle Fork completed
Middle Fork completed

Full Dam Information

Details

Country: USA

Owner: Winchester Municipal Utility

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
1.00Unformed face of RCC
Spillway
SlopeType
1.00Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
104
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Carroll E. Ecton - formerly Winchester completed
Carroll E. Ecton - formerly Winchester completed

Full Dam Information

Details

Country: USA

Owner: Douglas County

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Cow Creek

Reservoir capacity: 52 m3x106

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 08/85

End of Project: 10/85

Specifications

Height: 50 metres

Length: 290 metres

Volume of RCC: 161 m3x103

Total volume: 171 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
53
Pozzolan (kg/m3)Pozzolan Type
51Low-lime flyash (ASTM Class F)
  
Galesville completed
Galesville completed

Full Dam Information

Details

Country: USA

Owner: Village of Ruidoso

Type: Gravity

Purpose(s): Water Supply

River: Grindstone

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 07/86

End of Project: 10/86

Specifications

Height: 42 metres

Length: 432 metres

Volume of RCC: 88 m3x103

Total volume: 96 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
76
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Grindstone Canyon completed
Grindstone Canyon completed

Full Dam Information

Details

Country: USA

Owner: North Jersey District Water Supply Commission and Hackensack Water Company

Type: Gravity

Purpose(s): Water Supply

River: Wanaque

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 08/86

End of Project: 11/86

Specifications

Height: 48 metres

Length: 670 metres

Volume of RCC: 219 m3x103

Total volume: 232 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.78Unformed face of RCC
Spillway
SlopeType
0.78Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Monksville completed
Monksville completed

Full Dam Information

Details

Country: USA

Owner: Phelps Dodge Morenci Inc & Sumitomo Metal Mining

Type: Gravity

Purpose(s): Flood Control

River: Lower Chase Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 06/87

End of Project: 07/87

Specifications

Height: 20 metres

Length: 122 metres

Volume of RCC: 14 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
40Low-lime flyash (ASTM Class F)
  
Lower Chase Creek completed
Lower Chase Creek completed

Full Dam Information

Details

Country: USA

Owner: Central Utah Water Conservancy District

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Rock Creek

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 08/87

End of Project: 12/87

Specifications

Height: 91 metres

Length: 815 metres

Volume of RCC: 1125 m3x103

Total volume: 1281 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.32Slip-formed/extruded facing elements
0.60Slip-formed/extruded facing elements
Spillway
SlopeType
0.32Slip-formed/extruded facing elements  [stepped face]
0.60Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
173Low-lime flyash (ASTM Class F)
  
Upper Stillwater completed
Upper Stillwater completed

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control

River: Elk Creek

Reservoir capacity: 125 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 01/88

End of Project: -/00

Specifications

Height: 35 metres

Length: 365 metres

Volume of RCC: 266 m3x103

Total volume: 348 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Slip-formed/extruded facing elements
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
150600

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
33Low-lime flyash (ASTM Class F)
  
Elk Creek (as halted) completed
Elk Creek (as halted) completed

Full Dam Information

Details

Country: USA

Owner: Upper Yampa Water Conservancy District, Steamboat Springs, Colorado

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation / Water Supply

River: Yampa

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 08/87

Start of RCC: 08/87

End of RCC: 07/88

End of Project: 11/88

Specifications

Height: 46 metres

Length: 116 metres

Volume of RCC: 34 m3x103

Total volume: 39 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
71
Pozzolan (kg/m3)Pozzolan Type
71Low-lime flyash (ASTM Class F)
  
Stagecoach completed
Stagecoach completed

Full Dam Information

Details

Country: USA

Owner: Colorado River Municipal Water District

Type: Gravity

Purpose(s): Water Supply

River: Colorado

Reservoir capacity: 700 m3x106

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 04/89

End of Project: 01/90

Specifications

Height: 31 metres

Length: 173 metres

Volume of RCC: 89 m3x103

Total volume: 158 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.831Unformed face of RCC
Spillway
SlopeType
ogeeReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
62High-lime flyash (ASTM Class C)
  
S.W. Freese - formerly Stacy - spillway) completed
S.W. Freese - formerly Stacy - spillway) completed

Full Dam Information

Details

Country: USA

Owner: Washington County Water Conservancy District

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m3x103

Total volume: 150 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.85Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Quail Creek South completed
Quail Creek South completed

Full Dam Information

Details

Country: USA

Owner: United Water Conservancy District

Type: Gravity

Purpose(s): Groundwater Recharge

River: Santa Clara

Reservoir capacity: -

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 09/90

End of Project: -/91

Specifications

Height: 17 metres

Length: 366 metres

Volume of RCC: 101 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
83Low-lime flyash (ASTM Class F)
  
Freeman diversion completed
Freeman diversion completed

Full Dam Information

Details

Country: USA

Owner: Tennessee Valley Authority

Type: Gravity

Purpose(s): Hydropower

River: Tennessee

Reservoir capacity: 311 m3x106

Construction Dates

Start of Project: 08/89

Start of RCC: 08/89

End of RCC: 02/91

End of Project: 04/92

Specifications

Height: 17 metres

Length: 427 metres

Volume of RCC: 79 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.25RCC against formwork  [stepped face]
Downstream
SlopeType
0.60RCC against formwork  [stepped face]
Spillway
SlopeType
0.60RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300600

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
119Low-lime flyash (ASTM Class F)
  
Nickajack Auxillary Spillway completed
Nickajack Auxillary Spillway completed

Full Dam Information

Details

Country: USA

Owner: City of Truth or Consequences

Type: Gravity

Purpose(s): Flood Control

River: Cuchillo Negro

Reservoir capacity: -

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 05/91

End of Project: 07/91

Specifications

Height: 50 metres

Length: 186 metres

Volume of RCC: 75 m3x103

Total volume: 82 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.90Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Cuchillo Negro completed
Cuchillo Negro completed

Full Dam Information

Details

Country: USA

Owner: Upper Peninsula Power Co., Michigan

Type: Gravity

Purpose(s): Hydropower

River: West branch

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 06/92

Specifications

Height: 37 metres

Length: 100 metres

Volume of RCC: 36 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
67
Pozzolan (kg/m3)Pozzolan Type
67High-lime flyash (ASTM Class C)
  
Victoria replacement completed
Victoria replacement completed

Full Dam Information

Details

Country: USA

Owner: Brazos River Authority

Type: Gravity

Purpose(s): Water Supply

River: Double Mountain Fork

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 04/92

End of Project: -/93

Specifications

Height: 25 metres

Length: 84 metres

Volume of RCC: 22 m3x103

Total volume: 23 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
1.10Unformed face of RCC
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
119
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Alan Henry Spillway completed
Alan Henry Spillway completed

Full Dam Information

Details

Country: USA

Owner: Town of Mesquite, Nevada

Type: Gravity

Purpose(s): Flood Control

River: Town Wash

Reservoir capacity: -

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 05/92

End of Project: 06/92

Specifications

Height: 18 metres

Length: 264 metres

Volume of RCC: 43 m3x103

Total volume: 45 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
1.50RCC against formwork
Spillway
SlopeType
1.50RCC against formwork  [stepped face]
 Unformed face of RCC  [stepped face]

Placement

Layers (mm)Lifts (mm)
200200

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
71Low-lime flyash (ASTM Class F)
  
Jim Wilson - formerly Town Wash Detention completed
Jim Wilson - formerly Town Wash Detention completed

Full Dam Information

Details

Country: USA

Owner: City of Lebanon Authority

Type: Gravity

Purpose(s): Water Supply

River: Mill

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 07/92

End of Project: -/93

Specifications

Height: 40 metres

Length: 213 metres

Volume of RCC: 69 m3x103

Total volume: 70 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
34Low-lime flyash (ASTM Class F)
  
C.E. Siegrist completed
C.E. Siegrist completed

Full Dam Information

Details

Country: USA

Owner: City of Kennewick, Washington

Type: Gravity

Purpose(s): Flood Control

River: Zintel

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 39 metres

Length: 158 metres

Volume of RCC: 54 m3x103

Total volume: 55 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.85Unformed face of RCC
Spillway
SlopeType
0.85Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Zintel Canyon completed
Zintel Canyon completed

Full Dam Information

Details

Country: USA

Owner: US Fish and Wildlife Service, Department of the Interior

Type: Gravity

Purpose(s): Recreation

River: Little Medicine Creek

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/93

End of Project: 05/93

Specifications

Height: 34 metres

Length: 128 metres

Volume of RCC: 29 m3x103

Total volume: 34 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.64Traditional concrete against formwork
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Elmer Thomas - replacement completed
Elmer Thomas - replacement completed

Full Dam Information

Details

Country: USA

Owner: Roanoke County

Type: Gravity

Purpose(s): Water Supply

River: off-stream

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/93

End of Project: -/94

Specifications

Height: 74 metres

Length: 302 metres

Volume of RCC: 222 m3x103

Total volume: 223 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
53
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Clifford D. Craig - formerly Spring Hollow completed
Clifford D. Craig - formerly Spring Hollow completed

Full Dam Information

Details

Country: USA

Owner: Banks County

Type: Gravity

Purpose(s): Water Supply

River: Mountain Creek

Reservoir capacity: -

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 08/93

End of Project: -/93

Specifications

Height: 21 metres

Length: 168 metres

Volume of RCC: 26 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
119
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
  
Hudson River Nº11 completed
Hudson River Nº11 completed

Full Dam Information

Details

Country: USA

Owner: Phelps Dodge Corporation

Type: Gravity

Purpose(s): Pollution Control

River: Rocky Gulch

Reservoir capacity: -

Construction Dates

Start of Project: 05/94

Start of RCC: 05/94

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 18 metres

Length: 55 metres

Volume of RCC: 6 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
184
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Rocky Gulch completed
Rocky Gulch completed

Full Dam Information

Details

Country: USA

Owner: City of Greeley

Type: Gravity

Purpose(s): Water Supply

River: Tributary of Cache La Poudre

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 11/95

End of Project: 12/95

Specifications

Height: 21 metres

Length: 70 metres

Volume of RCC: 7 m3x103

Total volume: 8 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
145
Pozzolan (kg/m3)Pozzolan Type
48Low-lime flyash (ASTM Class F)
  
New Peterson Lake completed
New Peterson Lake completed

Full Dam Information

Details

Country: USA

Owner: Conyers-Rockdale Big Haynes Imp. Authority

Type: Gravity

Purpose(s): Water Supply

River: Big Haynes Creek

Reservoir capacity: -

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 06/96

End of Project: 09/96

Specifications

Height: 27 metres

Length: 427 metres

Volume of RCC: 72 m3x103

Total volume: 74 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.80RCC against precast concrete blocks  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
42
39
Pozzolan (kg/m3)Pozzolan Type
42Low-lime flyash (ASTM Class F)
39 
Jack Turner - formerly Big Haynes completed
Jack Turner - formerly Big Haynes completed

Full Dam Information

Details

Country: USA

Owner: City of Buffalo

Type: Gravity

Purpose(s): Water Supply

River: South Fork Clear Creek

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 08/97

End of Project: -/97

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 62 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
83Low-lime flyash (ASTM Class F)
  
Tie Hack completed
Tie Hack completed

Full Dam Information

Details

Country: USA

Owner: Bethlehem Authority, City of Bethlehem

Type: Gravity

Purpose(s): Water Supply

River: Wild Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 10/98

End of Project: 12/98

Specifications

Height: 49 metres

Length: 610 metres

Volume of RCC: 283 m3x103

Total volume: 283 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.50RCC supported by fill shoulders
 RCC against precast concrete panels
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
41Low-lime flyash (ASTM Class F)
  
Penn Forest under construction
Penn Forest under construction

Full Dam Information

Details

Country: USA

Owner: Town of Wilson

Type: Gravity

Purpose(s): Water Supply

River: Contentea Creek

Reservoir capacity: -

Construction Dates

Start of Project: 03/98

Start of RCC: 03/98

End of RCC: 04/99

End of Project: 06/09

Specifications

Height: 16 metres

Length: 781 metres

Volume of RCC: 64 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Buckhorn completed
Buckhorn completed

Full Dam Information

Details

Country: USA

Owner: City of Centerville

Type: Gravity

Purpose(s): Flood Control

River: Barnard Creek

Reservoir capacity: -

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 11/99

End of Project: 01/00

Specifications

Height: 18 metres

Length: 46 metres

Volume of RCC: 3 m3x103

Total volume: 3 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical
Downstream
SlopeType
0.75  [stepped face]
Spillway
SlopeType
0.75  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
108
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
  
Barnard Creek Canyon Debris Dam on Google Earth
Barnard Creek Canyon Debris Dam on Google Earth

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Flood Control

River: Bullard Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: 7 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
vRCC against formwork  [stepped face]
0.75 
Spillway
SlopeType
0.75RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
44Low-lime flyash (ASTM Class F)
  
Bullard Creek completed
Bullard Creek completed

Full Dam Information

Details

Country: USA

Owner: Paul Moltz

Type: Gravity

Purpose(s): Irrigation / Recreation

River: Trout Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/00

End of Project: 07/00

Specifications

Height: 31 metres

Length: 38 metres

Volume of RCC: 9 m3x103

Total volume: 10 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
163
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Trout Creek completed
Trout Creek completed

Full Dam Information

Details

Country: USA

Owner: Paradise Valley Estates

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 05/00

End of Project: 08/00

Specifications

Height: 16 metres

Length: 57 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Pickle Jar completed
Pickle Jar completed

Full Dam Information

Details

Country: USA

Owner: US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control

River: Pajarito

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: 06/00

Start of RCC: 06/00

End of RCC: 08/00

End of Project: 09/00

Specifications

Height: 36 metres

Length: 112 metres

Volume of RCC: 48 m3x103

Total volume: 48 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC supported by fill shoulders
Downstream
SlopeType
1.00Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Pajarito Canyon on Google Earth
Pajarito Canyon on Google Earth

Full Dam Information

Details

Country: USA

Owner: USDA Natural Reseources Conservation Servicw

Type: Gravity

Purpose(s): Flood Control / Recreation / Water Supply

River: North Fork Hughes River

Reservoir capacity: 1480 m3x106

Construction Dates

Start of Project: 07/99

Start of RCC: 07/99

End of RCC: 07/01

End of Project: -/01

Specifications

Height: 26 metres

Length: 200 metres

Volume of RCC: 65 m3x103

Total volume: 65 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
107
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
65 
North Fork Hughes River completed
North Fork Hughes River completed

Full Dam Information

Details

Country: USA

Owner: Spotsylvania County

Type: Gravity

Purpose(s): Water Supply

River: Hunting Run

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 01/02

End of Project: 08/02

Specifications

Height: 36 metres

Length: 720 metres

Volume of RCC: 115 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
 Unformed face of RCC
Spillway
SlopeType
 Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
37Low-lime flyash (ASTM Class F)
  
Hunting Run completed
Hunting Run completed

Full Dam Information

Details

Country: USA

Owner: Piedmont Triad Regional Water Authority

Type: Gravity

Purpose(s): Recreation / Water Supply

River: Deep

Reservoir capacity: 84 m3x106

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 07/02

End of Project: 01/03

Specifications

Height: 31 metres

Length: 280 metres

Volume of RCC: 70 m3x103

Total volume: 76 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
104Low-lime flyash (ASTM Class F)
  
Randleman Lake completed
Randleman Lake completed

Full Dam Information

Details

Country: USA

Owner: San Diego County Water Authority

Type: Gravity

Purpose(s): Water Supply

River: Escondido Creek

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 10/02

End of Project: 07/03

Specifications

Height: 97 metres

Length: 788 metres

Volume of RCC: 1070 m3x103

Total volume: 1140 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
121Low-lime flyash (ASTM Class F)
  
Olivenhain completed
Olivenhain completed

Full Dam Information

Details

Country: USA

Owner: Town of Big Stone Gap

Type: Gravity

Purpose(s): Water Supply

River: South Fork, Powell River

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 01/05

End of Project: 07/05

Specifications

Height: 26 metres

Length: 113 metres

Volume of RCC: 11 m3x103

Total volume: 12 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
82Low-lime flyash (ASTM Class F)
  
Big Cherry completed
Big Cherry completed

Full Dam Information

Details

Country: USA

Owner: South Carolina Electric and Gas

Type: Gravity

Purpose(s): Hydropower

River: Saluda

Reservoir capacity: 1970 m3x106

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 04/05

End of Project: 07/05

Specifications

Height: 65 metres

Length: 2439 metres

Volume of RCC: 1004 m3x103

Total volume: 1410 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against precast concrete panels
Downstream
SlopeType
 Traditional concrete against precast concrete panels
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Saluda dam remediation completed
Saluda dam remediation completed

Full Dam Information

Details

Country: USA

Owner: Pine Brook Water District

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/05

Start of RCC: 01/05

End of RCC: 04/06

End of Project: -/06

Specifications

Height: 26 metres

Length: 170 metres

Volume of RCC: 27 m3x103

Total volume: 30 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
 Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Pine Brook completed
Pine Brook completed

Full Dam Information

Details

Country: USA

Owner: Genesee Water and Sanitation District

Type: Gravity

Purpose(s): Water Supply

River: Bear Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/06

Start of RCC: 06/06

End of RCC: 11/06

End of Project: 10/07

Specifications

Height: 29 metres

Length: 168 metres

Volume of RCC: 24 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Genesee #2 completed
Genesee #2 completed

Full Dam Information

Details

Country: USA

Owner: Cobb County - Marretta Water Authority

Type: Gravity

Purpose(s): Water Supply

River: Hickory Log Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 55 metres

Length: 290 metres

Volume of RCC: 165 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
80  74
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
98  104 
Hickory Log Creek completed
Hickory Log Creek completed

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Water Supply

River: Tygart Tributory

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: 08/07

End of Project: -/07

Specifications

Height: 39 metres

Length: 204 metres

Volume of RCC: 106 m3x103

Total volume: 113 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Elkwater Fork completed
Elkwater Fork completed

Full Dam Information

Details

Country: USA

Owner: Tennessee Valley Authority

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Bear Creek

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 05/09

End of Project: 06/09

Specifications

Height: 27 metres

Length: 292 metres

Volume of RCC: 60 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
77Low-lime flyash (ASTM Class F)
  
Bear Creek completed
Bear Creek completed

Full Dam Information

Details

Country: USA

Owner: AmerenUE

Type: Hardfill

Purpose(s): Hydropower

River: Water source - East Fork of Black River

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: 11/09

End of Project: 06/10

Specifications

Height: 49 metres

Length: 2060 metres

Volume of RCC: 2448 m3x103

Total volume: 2500 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60Traditional concrete against formwork
Downstream
SlopeType
0.60Traditional concrete against formwork
Spillway
SlopeType
no 
spillway 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Taum Sauk completed
Taum Sauk completed

Full Dam Information

Details

Country: USA

Owner: Yadkin County and NRCS

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Deep Creek

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 12/09

End of Project: 07/10

Specifications

Height: 22 metres

Length: 226 metres

Volume of RCC: 39 m3x103

Total volume: 45 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Deep Creek Nº5D completed
Deep Creek Nº5D completed

Full Dam Information

Details

Country: USA

Owner: MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)

Type: Gravity

Purpose(s): Flood Control

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 09/11

End of Project: 11/11

Specifications

Height: 35 metres

Length: 69 metres

Volume of RCC: 25 m3x103

Total volume: 25 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
48
Pozzolan (kg/m3)Pozzolan Type
79Low-lime flyash (ASTM Class F)
  
Thornton Gap (Tollway) completed
Thornton Gap (Tollway) completed

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto Rico

Type: Arch-Gravity

Purpose(s): Flood Control

River: Portugues

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 05/12

End of Project: 12/13

Specifications

Height: 67 metres

Length: 375 metres

Volume of RCC: 270 m3x103

Total volume: 310 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.35RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.35Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
114
Pozzolan (kg/m3)Pozzolan Type
51Low-lime flyash (ASTM Class F)
  
Portugues completed
Portugues completed

Full Dam Information

Details

Country: USA

Owner: Comal County, Texas

Type: Gravity

Purpose(s): Flood Control

River: Dry Comal Creek

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: 08/12

End of Project: 12/12

Specifications

Height: 26 metres

Length: 457 metres

Volume of RCC: 62 m3x103

Total volume: 67 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical
Downstream
SlopeType
0.80  [stepped face]
Spillway
SlopeType
0.80

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
100High-lime flyash (ASTM Class C)
  
Dry Comal Creek completed
Dry Comal Creek completed

Full Dam Information

Details

Country: USA

Owner: San Diego County Water Authority and City of San Diego

Type: Gravity

Purpose(s): Water Supply

River: San Diego

Reservoir capacity: 299 m3x106

Construction Dates

Start of Project: 06/09

Start of RCC: 06/09

End of RCC: 09/12

End of Project: 09/14

Specifications

Height: 103 metres

Length: 474 metres

Volume of RCC: 459 m3x103

Total volume: 465 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane (GEVR/GE-RCC)
Downstream
SlopeType
0.78RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.78RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
86
Pozzolan (kg/m3)Pozzolan Type
127Low-lime flyash (ASTM Class F)
  
San Vicente Dam Raise completed
San Vicente Dam Raise completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 05/09

Start of RCC: 05/09

End of RCC: 08/13

End of Project: 09/16

Specifications

Height: 35 metres

Length: 158 metres

Volume of RCC: 113 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
118
Pozzolan (kg/m3)Pozzolan Type
64 
  
Cannelton completed
Cannelton completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 04/11

Start of RCC: 04/11

End of RCC: 12/13

End of Project: 04/16

Specifications

Height: 28 metres

Length: 84 metres

Volume of RCC: 56 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
116
Pozzolan (kg/m3)Pozzolan Type
62 
  
Meldahl completed
Meldahl completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/2011

Start of RCC: 12/2011

End of RCC: 04/2014

End of Project: 02/2016

Specifications

Height: 20 metres

Length: 66 metres

Volume of RCC: 49 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
116
Pozzolan (kg/m3)Pozzolan Type
62 
  
Willow Island completed
Willow Island completed

Full Dam Information

Details

Country: USA

Owner: American Municipal Partners (AMP)

Type: Hardfill

Purpose(s): Hydropower

River: Ohio

Reservoir capacity: -

Construction Dates

Start of Project: 12/11

Start of RCC: 12/11

End of RCC: 10/14

End of Project: 07/17

Specifications

Height: 33 metres

Length: 153 metres

Volume of RCC: 120 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.80RCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
230230

Cementitious material

Cement (kg/m3)
118
Pozzolan (kg/m3)Pozzolan Type
64 
  
Smithland completed
Smithland completed

Full Dam Information

Details

Country: USA

Owner: Cullman Utilities Board

Type: Gravity

Purpose(s): Water Supply

River: Duck

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/14

Start of RCC: 01/14

End of RCC: 09/15

End of Project: -/16

Specifications

Height: 41 metres

Length: 90 metres

Volume of RCC: 121 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
1.00 
Spillway
SlopeType
1.00 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
55Low-lime flyash (ASTM Class F)
  
Duck River completed
Duck River completed

 

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