Strand Stays DYNA Grip^®

DYNA Grip^® Stay Cable References

Strand stays DYNA Grip^®				Stay Details				Additional Services	Bridge Geometry
Project name / Client	Service	Country	Year	No.	Strand Type	Cable Type	Tonnage [t]		No. Pylons	Width [m]	Main Opening [m]	Total Length [m]
Pont Haubané Mersch Administration des ponts et chaussees	road	Luxembourg	2014	20	galv./ wax / PE	DG-P 31, 37	43	Supply and installation of stainless steel sheathing	2	15,8	44 + 86 + 86 + 44	260
Ponte Na Represa Capivari ANTT - Agencia de Transportes Terrestres	road	Brasil	2014	4	galv./ wax / PE	DG-P 109	24		2	11,5	46 + 47	90
Galecopperbrug Rijkswaterstaat	road	Netherlands	2014	24	galv./ wax / PE	DG-P 19, 31	5	Fire protection of existing full locked cables (rehabilitation)	4		70 + 180 + 70	320
Dae Chung Bridge	road	South Korea	2014	32	galv./ wax / PE	DG-P 55	99		1	29,3	85 + 105	190
Viaducto de Noia, Xunta de Galicia	road	Spain	2013	24	galv./ wax / PE	DG-P 31, 37, 55, 61	60		2	16,5	48 + 102 + 48	272
Ohio River Downtown crossing Louisville, Jefferson County (Kentucky) Department of Highways	road	USA	2013	88	wax / PE	DG-P 37, 55, 73, 91, 109	552	Supply of global bridge monitoring system including DYNA Force^® sensors; In-situ damping measurement	3	26	90 + 225 + 225 + 90	630
Neak Leoung Bridge, Kingdom of Cambodia	road	Cambodia	2013	160	galv./ wax / PE	DG-P 19, 31, 37, 55, 61	945	Supply of stay cable dampers; supply and operation of form travelers for free cantilever bridge construction	2	17	155 + 330 + 155	640
Siak IV at Pekanbaru Province Riau	road	Indonesia	2012	56	wax/PE	DG-P 19, 31, 37, 55	250		1	20,7	153 + 50	202,7
Lake Champlain- Arch States of New York & Vermont	road	USA	2011	64	wax/PE	DG-P 7	12		2 arches	17,2	123
A 50 Ewijk - Valburg Rijkswaterstaat oost-nederland	road	Netherlands	2011	80	galv./ wax / PE	DG-P 73, 91	833	Supply of stay cable dampers	4	33,1	105 + 270 + 105	1055
Elbebridge Schönebeck LB Bau Sachsen-Anhalt Structural Award 2014	road	Germany	2011	36	galv./ wax / PE	DG-P 31, 37, 55	200	Supply of DYNA Force^® monitoring system; Magnetic Flux Leakage Inspection and vibration measurement at construction end	1	11,6	185	489
Puente Cumandá Stup de Colombia	pedestrian	Ecuador	2011	84	galv./ wax / PE	DG-P 1	1,4		6	4,4	17 + 37 + 22	105
Waschmühltalbridge Landesbetrieb Mobilität Kaiserslautern	road	Germany	2011	36	galv./ wax / PE	DG-P 55	47	Magnetic Flux Leakage Inspection at construction end	6	20,9	45 + 68 + 68 + 45	227
Mervento Wind Turbine Mervento Ltd.	wind turbine	Finland	2010	6	wax/PE	DG-P 37	23
Lowry Ave. Bridge Minnesota Department of Transportation	road	USA	2010	36	wax / PE	DG-P 19	24		2 arches	32,6	137	275
Lille Stadium Lille Metropole	roof	France	2010	10	galv./ wax / PE	DG-P 37, 55		Supply of DYNA Force^® monitoring system; Supply of low friction saddle	2 steel trusses	80	200
Aguascalientes- Arch City of Aguascalientes	road	Mexico	2010	34	galv/wax/PE	DG-P 19	16		2 arches	16,0	150
Sae Poong Bridge Iksan Construction and Management Administration	road	South Korea	2009	114	galv./ wax / PE	DG-P 12, 37, 55, 61	505	Supply of stay cable dampers	3	23,9	85 + 220 + 220 + 85	875
Elbow River Bridge Calgary Stampede	road	Canada	2009	28	galv/ wax / PE	DG-P 12, 19	22		1	12,5	48,5	64
Albox Albox County	road	Spain	2009	11	galv./ wax / PE	DG-P 31, 37, 55	23		1	13,5	23 + 64 + 24	112
Bacher Lechbrücke Land Tirol	road	Austria	2009	11	galv./ wax / PE	DG-P 31, 37, 55	15		1	11,1	48	68
Rheinbrücke Wesel Landesbetrieb Strassen NRW	road	Germany	2008	72	galv./ wax / PE	DG-P 37, 55	700		1	29,2	335	773
Manises-Paterna Diputación de Valencia	road	Spain	2008	34	galv./ wax / PE	DG-P 31, 37, 55	106		1	22,4	53 + 92	145
Pitt River Bridge Vancouver	road	Canada	2008	96	galv./ wax / PE	DG-P 31, 61	275	Supply of stay cable dampers	2	48,0	95 + 190 + 95	380
North Ave Bridge City of Chicago	road	USA	2007	24	wax / PE	DG-P 19, 31	10		2	24,8	26 + 77 + 26	128
Karlsbad Reditelství silnic a dálnic CR	road	Czech Rep.	2007	32	galv./ wax / PE	DG-P 12, 19	18		2	14,9	26 + 64 + 29	121
Gajo Arch Bridge Geoje City	road	South Korea	2007	80	galv./ wax / PE	DG-P 12	23		2x3 arches	17,0	90 + 150 + 90	330
Prospect Verona Bridge Maine Department of Transportation	road	USA	2006	40	epoxy flofil	DG-E 61, 71	640	Sheathing with nitrogen gas for corrosion protection of strands, supply of external dampers, DYNA Force^® Monitoring system	2	17,5	146 + 354 + 146	646
Pont de Volonne Département Alpes-de-Haute-Provence	road	France	2006	22	galv./ wax / PE	DG-P 19, 31	26		2	11,0	32 + 102 + 32	166
Freddie Mac Bridge Freddie Mac	pedestrian	USA	2005	6	wax / PE	DG-P 7	2,3		2	3,9	44	49
Ziegelgrabenbrücke Rügen DEGES	road	Germany	2005	32	galv./ wax / PE	DG-P 37	150		1	16,0	198 + 126	583
Nymburk Bridge Reditelství silnic a dálnic CR	road	Czech Rep.	2005	24	galv./ wax / PE	DG-P 55	60		2	16,2	41 + 132 + 41	214
Pomeroy Mason Ohio Department of Transportation	road	USA	2005	48	wax / PE	DG-P 19, 31, 37, 55, 61	227	Under-slung form travellers; assistance at assembling the form travellers	2	23,3	74 + 206 + 74	354
Apollo Arch Bridge Metro Bratislava	road	Slowakia	2004	66	galv./ wax / PE	DG-P 12	30		2 arches	32,0	231	231
Ponte de Machico Governo Regional da Madeira	road	Madeira	2004	8	galv./ wax / PE	DG-P 12	2		2	10,2	17 + 36 + 19	72
Maumee Bridge City of Toledo	road	USA	2003	40	epoxy flofil	DG-P 121, 157	914	Supply and installation of stainless steel sheathing	1	38,7	187 + 187	2.682
Provencher Bridge Winnipeg	pedestrian	Canada	2003	44	galv./ wax / PE	DG-12,14	45		1	7,0	83 + 110	192
Lane Avenue Bridge Columbus, Ohio	road	USA	2003	20	wax / PE	DG-P 19	19		1	34,2	57 + 57	113
Nelson Mandela Bridge Provincial Administration	road	South Africa	2002	52	galv./ wax / PE	DG-P 19, 31, 37, 55	104		2	14,2	42 + 176 + 66	284
6th Street Bridges City of Milwaukee	road	USA	2002	48	wax / PE	DG-P 31, 37	205		2	17,5	2 x (38 + 60)	583
Kampen Bridge Rijswater Bouwdienst	road	Netherlands	2002	24	galv./ wax / PE	DG-P 37, 55, 91	187		1	20,0	91 + 150	241
Zevenaar Bridge NS Railinfrabeheer	road	Netherlands	2001	16	galv./ wax / PE	DG-P 32, 44	18		4	15,5	15 + 50 + 15	80
Rosario Victoria Bridge Ministerio servicios publicos	road	Argentina	2000	128	galv./ wax / PE	DG-P 31, 37, 55, 61, 73	770		2	22,8	120 + 350 + 120	590