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Volume: Volume of RCC: 69 m³x10³

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.

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Name	Country	Owner	Purpose	River	Reservoir capacity (m³x10⁶)	Construction dates				Dimensions		Volume		Facings						Placement		Cementitious material
						Start		Finish		Height	Length	RCC	Total	Upstream		Downstream		Spillway		Layers	Lifts	Cement	Pozzolan
						Project	RCC	RCC	Project	(m)	(m)	(m³x10³)	(m³x10³)	Slope	Type	Slope	Type	Slope	Type	(m)	(m)	(kg/m³)	(kg/m³)
Christian E. Siegrist	USA	City of Lebanon Authority	W	Mill	4	09/91	04/92	07/92	- /93	40	213	69	70	V	(6)	0.80	(17)	0.80	(1)	300	300	59	34	(F)
Pelo Sinal	Brazil	SUPLAN/RN	W	Taperobá	76	12/91	- /92	- /93	- /94	34	296	69	89		(1)					300	300	64	16	(-)
Val da Serra	Brazil	CORSAN (Companhia Riograndense de Saneamento)	W	Ibicui-Mirim	24	07/97	11/97	07/98	11/98	37	675	69	95	V	(13)		(12)*		(12)*	300	300	90	30	(F)
Steno [H-F]	Greece	Ministry of Agriculture	I W	Steno	1	02/00	07/01	10/02	06/03	32	170	69	70	0.70	(13)	0.70	(10)	0.70	(1)	200 - 300	200 - 300	55	5	(N)
Sariveliler Göktepe	Turkey	DSI - State Hydraulic Works	I	Gelenalan	1	- /13	- /14	- /15	- /15	39	330	69										60	0	(-)
Bergama Çamavlu	Turkey	DSI - State Hydraulic Works	I	Hasanderesi	1	- /14	- /14	- /15	- /15	40	241	69		0.10	(1)	0.80	(1)			300	300	85	35	(F)

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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.

Christian E. Siegrist

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

Slope	Type
Vertical	Traditional concrete against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
59

Pozzolan (kg/m³)	Pozzolan Type
34	Low-lime flyash (ASTM Class F)

Pelo Sinal

Full Dam Information

Details

Country: Brazil

Owner: SUPLAN/RN

Type: Gravity

Purpose(s): Water Supply

River: Taperobá

Reservoir capacity: 76 m³x10⁶

Construction Dates

Start of Project: 12/91

Start of RCC: 12/91

End of RCC: -/93

End of Project: -/94

Specifications

Height: 34 metres

Length: 296 metres

Volume of RCC: 69 m³x10³

Total volume: 89 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

Pozzolan (kg/m³)	Pozzolan Type
16	No pozzolan used

Val da Serra

Full Dam Information

Details

Country: Brazil

Owner: CORSAN (Companhia Riograndense de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Ibicui-Mirim

Reservoir capacity: 24 m³x10⁶

Construction Dates

Start of Project: 07/97

Start of RCC: 07/97

End of RCC: 07/98

End of Project: 11/98

Specifications

Height: 37 metres

Length: 675 metres

Volume of RCC: 69 m³x10³

Total volume: 95 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement [stepped face]

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

Pozzolan (kg/m³)	Pozzolan Type
30	Low-lime flyash (ASTM Class F)

Steno

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Steno

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 02/00

Start of RCC: 02/00

End of RCC: 10/02

End of Project: 06/03

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 69 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.70	Reinforced concrete cast against precast units or slip-formed facing elements

Downstream

Slope	Type
0.70	RCC against precast concrete blocks

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
200 -	200 -
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
5	Natural pozzolan (ASTM Class N)

Sariveliler Göktepe

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Gelenalan

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/15

Specifications

Height: 39 metres

Length: 330 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Bergama Çamavlu

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Hasanderesi

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/15

End of Project: -/15

Specifications

Height: 40 metres

Length: 241 metres

Volume of RCC: 69 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

Pozzolan (kg/m³)	Pozzolan Type
35	Low-lime flyash (ASTM Class F)

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