34 suspension bridges were found for search criteria: SIX. All 34 bridges from the search results appear below. Click the Bridgemeister ID number to isolate the bridge on its own page. If you don't see what you were looking for, try an image search with the same criteria: SIX. This will find the bridge if it is pictured on the site, but is not a catenary suspension bridge.
Related:
Bridgemeister ID: | 14 (added before 2003) |
Year Completed: | 1810 |
Name: | Chain |
Also Known As: | Essex-Merrimack |
Location: | Newburyport, Massachusetts, USA |
Crossing: | Merrimack River |
At or Near Feature: | Deer Island |
Coordinates: | 42.833947 N 70.906811 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | John Templeman |
References: | AAJ, BBR, CAB, GBD, HBE, POPE, PTS2, RDH |
Use: | Vehicular (two-lane, light vehicles only) |
Status: | Replaced, 1909 |
Main Cables: | Chain (iron) |
Suspended Spans: | 1 |
Main Span: | 1 x 74.1 meters (243 feet) |
Deck width: | 30 feet (2 roadways of 15 feet) |
Notes:
"The chain Bridge lately thrown over the Merrimack, three miles above Newburyport, in the state of Massachusetts, is now in constant use. This Bridge consists of a single arc, two hundred and forty-four feet span. The abutments are of stone, forty-seven feet long, and thirty-seven high; the uprights, or framed work, which stand on the abutments, are thirty-five feet high, over which are suspended ten distinct chains, the ends of which on both sides of the river are buried deep in pits and secured by large stones: each chain is five hundred and sixteen feet long; and, where they pass over the uprights, they are treble, and made in short links, which is said to be more secure than saddles made of plates of iron. The four middle joists rest on the chains; all the rest are suspended to the main chains to equalize the floor. This Bridge has two passage-ways of fifteen feet in width each, and the floor is so solid as to admit of horses, carriages, etc. to travel at any speed, with very little perceptible motion of the floors. The railing is stout and strong, which adds much firmness to the floor. There are three chains in each range on each side, and four in the middle range: they are calculated to support nearly five hundred tons. From the surface of the water to the middle of the floor is forty feet; and from the top of the abutments to the top of the uprights is thirty-five feet high, making seventy-two feet. The magnitude and power of the abutments, the width and length of the floors, the elevation of the work, the evident powers of the chains, etc. all conspire to make it a wonderful work. Every expense attending it did not amount to twenty-five thousand dollars. The abutment being of stone, the uprights covered, and the chains painted to prevent rust, leaves nothing but the flooring to decay. This Bridge was constructed by John Templeman, Esq. of the district of Columbia, whose talents for the productions of such work, and the various improvements suggested and used by him, have been highly beneficial, and do him great credit."
"Newburyport, Feb 9. Disastrious [sic] Accident. - On Tuesday morning last, the Essex Merrimack Bridge gave way in the centre, from the parting of the chains that support it. On the Bridge, at the moment, was a loaded team, drawn by six oxen and two horses, driven by two men, Messrs. Garlton [sic] and Jackman, all of whom were precipitated, forty feet, into the river beneath. The teamsters preserved themselves by means of swimming, and the support of fragments of the bridge; the team were all of them except one of the horses, swept beneath the ice a few rods below, and drowned. Five of the ten chains which supported the Bridge, were snapped in different places, and now remain upholding the broken and shattered timber altogether as sad a wreck as we ever witnessed. At the moment of the crash, the light evolved from the friction of the chains resembled the the vivid streaming of a meteor. Various excuses are assigned for the accident, and none, with more probability, than the united effect of the incumbent pressure of the immense body of snow lying upon the bridge, and the frost which had contracted the particles of iron. These produced a tenseness in the chains, which was incapable of resisting the additional pressure of the loaded team, and the whole gave way. The estimated expense of repairing the breach is about 4000 dollars; and the Directors, as we understand, plan to set about it immediately. It will be built up as before. To those who have been losers by this accident the corporation intend to make generous inumeration. The traveling will be uninterrupted, as the solidity of the ice above the bridge forms a safe passage way - and for the conveyance of carriages and heavy baggage the proprietors have promptly provided suitable boats. If any aversion to chain bridges has been produced by this accident, we should be sorry, for ourselves we feel yet unshaken faith in their superior security. The misfortune in this case was no doubt owing to the causes above stated, and not to any defect in the construction of the bridge. Probably hundreds of individuals, including each sex and all ages, have visited the ruins of the bridge. They present a sad and melancholy appearance - crushed and broken timbers suspended by the massy chains, which hang lazily from the pyramidical abutments, while the beholder instinctly shrinks back in terror at the reflection of the situation of the two human beings who were precipitated into the abyss beneath. The preservation of these two men is almost miraculous. Although hurled down 40 feet amid crashing and falling timber, entangled with their cattle, they fell without receiving the least injury, and attained the shore, after being for nearly half an hour, immerse in water chilled to the freezing point. Mr. Jackman is far advanced in years - and suffered somewhat from the exposure to the cold. Mr. Carlton [sic], escaped unhurt. The Chain Bridge has been built for about fifteen years, the span is 220 feet. We believe this was the second or third Chain Bridge built in the United States; and this is probably the first that has met with a similar accident. We understand the proprieters of the Rooks Bridge intend to rebuild theirs as a Chain Bridge."
External Links:
Bridgemeister ID: | 980 (added 2003-11-15) |
Year Completed: | 1835 |
Name: | Chasse |
Also Known As: | Givors |
Location: | Chasse-sur-Rhône, Isère and Givors, Métropole De Lyon, France |
Crossing: | Rhône River |
Coordinates: | 45.581666 N 4.780083 E |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
References: | AAJ |
Use: | Vehicular (one-lane) |
Status: | In use (last checked: 2005) |
Main Cables: | Wire (iron) |
Suspended Spans: | 3 |
Main Span: | 1 |
Side Spans: | 2 |
Notes:
External Links:
Bridgemeister ID: | 551 (added before 2003) |
Year Completed: | 1846 |
Name: | Saint Clair |
Also Known As: | Louis Philippe, Vaïsse |
Location: | Lyon, Métropole de Lyon, France |
Crossing: | Rhône River |
References: | AAJ, PQL |
Use: | Vehicular |
Status: | Demolished, 1953 |
Main Cables: | Wire (iron) |
Suspended Spans: | 2 |
Deck width: | 7 meters |
Notes:
External Links:
Bridgemeister ID: | 2116 (added 2006-09-10) |
Year Completed: | 1852 |
Name: | Wilson's |
Location: | Cosumne, California, USA |
Crossing: | Cosumnes River |
Coordinates: | 38.49229 N 121.17183 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | W. D. Wilson |
References: | DSL200106 |
Use: | Vehicular |
Status: | Removed |
Main Cables: | Wire |
Main Span: | 1 x 45.7 meters (150 feet) |
Deck width: | 12 feet |
Notes:
"Alta California July 27, 1852 reprinting an article from Sacramento Union mentions a wire suspension bridge built in Sacramento County across the Cosumnes. The span is described as 150 feet with a roadway width of 12 feet. One W.D. Wilson is mentioned as owner and designer. This structure, according to our best information, was the first suspension bridge in California."
"The quartz mill and house of the brothers Wiley, just beyond Butte City, were carried away by the torrent. At Ione City, William's brick stable had fallen, and several other houses had met with a like fate. On Sutter creek, the loss and damage had been terrific - bridges and houses being carried off like chaff. Mr. Haywood, proprietor of a quartz mill on Sutter creek, had been a loser to the amount of at least $75,000. We have it from good authority that in the counties of Calaveras and Amador not a bridge is left standing. Below Ione City, it is thought that there has been loss of life."which seems to imply a relationship between the Ione Valley, the Cosumnes River, and the bridge at Wilson's Exchange, but this may have just been coincidental that both "Ione Valley" and Wilson's Exchange were mentioned in the same paragraph; they are nearby. Present-day Ione is in Amador County a few miles east of Sacramento County. The Cosumnes River forms the northern border of Amador County several miles to the north of present-day Ione. Barry Parr notes that the Cosumnes River does not flow through the "Ione Valley," but Barry writes: "Recalling Daylor’s name in Historic Spots of California: 'Daylor established himself as a trader and hotel-keeper on the Cosumnes River about a mile east of Slough House. This place, which was at first known as Daylor’s Ranch, later became the Cosumnes post office.' (p. 290) The site of Cosumnes post office is about five miles downstream from Bridge House, and both are on the Sacramento-Ione Road.
"Last Saturday night, the reports of minute guns were heard, as if signals of distress, coming from the direction of a house where lived Mr. Martin and his family. The whole of Ione Valley was many feet under water. No boats were to be had, so that assistance might be rendered those in danger and distress. In a short time a heavy crash was heard, the signals of distress ceased, and our informant tells us that when he left the general impression was that Martin and his family had lost their lives. The wire suspension bridge over the Cosumnes river had disappeared - the house known as Wilson’s Exchange has also been washed away, and Daylor’s adobe house is flat with the ground. These facts go to show that throughout the mountain districts, as well as in the valleys, the destruction of property and loss of human life exceed the worst that was anticipated, and we shall hear repetitions of such tales of distress as the avenues for communication are gradually opened to us."
External Links:
"Mr. Wilson and part of the company concluded to seek the land of gold, while others kept to the original design of going to Oregon. On his arrival Mr. Wilson mined for a short time on Mormon Island and then moved to Hangtown, now Placerville, where in the winter of 1848-49 he built the first house erected in that place. The family then comprised six children; five more were born in California; nine grew to maturity and seven are living in 1889. In the spring of 1850 he moved down on the Cosumnes and purchased 6,000 acres of the Hartnell Grant, and built a tavern, long known as Wilson’s Exchange, across the river from what is now the Cosumnes post office. He was postmaster from the establishment of that office until 1868. He was by trade a millwright and built the first suspension bridge on the Cosumnes."
Bridgemeister ID: | 2117 (added 2006-09-10) |
Year Completed: | 1863 |
Name: | Lamb's |
Location: | Latrobe vicinity and Plymouth vicinity, California, USA |
Crossing: | Cosumnes River |
Coordinates: | 38.52222 N 120.95587 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Vehicular (one-lane) |
Status: | Derelict (last checked: 2020) |
Main Cables: | Wire (iron) |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 276 (added before 2003) |
Year Completed: | 1871 |
Name: | Ferry Street |
Location: | Binghamton, New York, USA |
Crossing: | Chenango River |
Principals: | John A. Roebling's Sons, Co. |
Use: | Vehicular (one-lane) |
Status: | Removed, 1897 |
Main Cables: | Wire |
Suspended Spans: | 1 |
Main Span: | 1 x 109.7 meters (360 feet) |
Notes:
Bridgemeister ID: | 1152 (added 2004-01-18) |
Year Completed: | 1877 |
Name: | Cottaneva |
Location: | Cottaneva Creek, Rockport, California, USA |
Crossing: | Rockport Bay, Pacific Ocean |
Coordinates: | 39.736703 N 123.832585 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | Pacific Bridge Co. |
References: | AAJ |
Use: | Vehicular (one-lane) |
Status: | Removed |
Main Cables: | Wire (iron) |
Suspended Spans: | 1 |
Main Span: | 1 x 82.3 meters (270 feet) |
Notes:
The Pacific Bridge Company are building in Mendocino county, California at Cottoneva, a suspension bridge which is described as follows "The distance from center to center of the saddles on the towers is 270 feet. The deflection or fall of the cable is 23 feet 6 inches. The cables are built in the same manner as those of the Clifton bridge at Niagara. The steel wire is about No. 11 Birmingham gauge, and is protected against rust by immersing in a bath which it a fine coat of zinc. There are eleven wires in each strand, seven strands in each rope, and seven ropes in each cable. The ropes are not twisted together to form the cable but gathered up every six feet by the suspender bands. Each rope is warranted to bear a strain of 60 tons. It is made fast to an independent anchor bar, 1 by 3 inches in diameter, and forming links 18 feet long, until connection is made with the anchors. The anchors are of cast iron, 3-1/2 by 3 feet in surface, weigh 1000 pounds each, and are placed 14 feet below the surface of the rock. Great care was taken in securing the anchors in place by means of cross I beams which run under the rock on either side. The lower part of each pit was enlarged to so as to form a hemispherical chamber, and the rock work, set in Portland cement, which is built upon the anchor, is so constructed that the upward strain is transmitted to the sides. The towers are of red wood. There are four posts 10 x 10 inches and two 10 x 12 inches, giving an effective area of 640 inches to withstand the strain of the cables on the tower. The wooden truss to prevent vertical vibration is 8 feet high and of the Howe truss pattern. The 270 feet of the bridge is divided into 45 pannels. The longest suspenders, 44 in number are of 7/8 inch steel wire, the 42 shorter ones are of 1-1/8 inch solid iron. The estimated dead load of the bridge is 1000 pounds per linear foot; live load, one ton per linear foot; in all, one and one half tons, or one fifth of actual breaking load. The bridge will be completed in about 30 days and promises to be a structure which the builders may well be proud of."Don writes: "[In] Jakkula's last citation, he is saying that this is factory-made wire rope... The construction of the wire rope (7 by 11) used in the main cables is not common for the USA as of 1877; in fact it is extremely uncommon. The wire ropes used at Clifton/Niagara were made in England -- it wouldn't surprise me if these were made in England too."
Bridgemeister ID: | 2062 (added 2006-06-03) |
Year Completed: | 1882 |
Name: | Long Creek |
Location: | Melvern vicinity, Kansas, USA |
Crossing: | Long Creek |
At or Near Feature: | Francis Crossing |
Principals: | Wilden Bridge Company |
Use: | Vehicular (one-lane) |
Status: | Removed, c. 1970 |
Notes:
Bridgemeister ID: | 117 (added before 2003) |
Year Completed: | 1905 |
Name: | Newell |
Location: | East Liverpool, Ohio and Newell, West Virginia, USA |
Crossing: | Ohio River |
Coordinates: | 40.62167 N 80.595 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | Edwin Kirtland Morse, Dravo Company |
References: | AAJ, BPL, PTS2 |
Use: | Vehicular (two-lane), with walkway |
Status: | In use (last checked: 2022) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Span: | 1 x 228.6 meters (750 feet) |
Side Spans: | 2 |
Annotated Citations:
"Frank Six of Six Enterprises in Newell, assumed ownership Wednesday of one of the oldest suspension bridges on the Ohio River for an undisclosed sum from HLC Holdings Inc., parent company of the Fiesta Tableware Co., formerly known as the Homer Laughlin China Co."
"After 116 years of ownership by HLC Holdings Inc., parent company of The Fiesta Tableware Co., the Newell Bridge and Railway Co. changed hands at midnight Wednesday. Officials of Fiesta Tableware, formerly known as Homer Laughlin China Co., announced that the bridge has been purchased by Frank Six, owner of Six Enterprises in Newell."
External Links:
Bridgemeister ID: | 1993 (added 2005-12-10) |
Year Completed: | 1913 |
Name: | South Fork Mule |
Also Known As: | Limestairs |
Location: | Hyampom vicinity, California, USA |
Crossing: | South Fork Trinity River |
At or Near Feature: | Six Rivers National Forest |
Coordinates: | 40.719083 N 123.523217 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2013) |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 2325 (added 2007-05-06) |
Year Completed: | 1915 |
Name: | Brown's Ford |
Location: | Brown's Ford and Lowry City vicinity, Missouri, USA |
Crossing: | Osage River |
References: | AAJ |
Status: | Removed |
Main Cables: | Wire |
Notes:
Bridgemeister ID: | 169 (added before 2003) |
Year Completed: | 1931 |
Name: | George Washington |
Also Known As: | GWB |
Location: | New York, New York and Fort Lee, New Jersey, USA |
Crossing: | Hudson River |
Coordinates: | 40.85333 N 73.955 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | O.H. Ammann, Leon Moisseiff, Dana, Gilbert |
References: | AAJ, AOB, ARF, BBR, BC3, BFL, BMA, BONJ, BOU, BPL, BRU, COB, CTW, ENR19270811a, ENR19270811b, ENR19290411c, GBD, LAB, LACE, PTS2, SIX, SJR |
Use: | Vehicular (double-deck), with walkway |
Status: | In use (last checked: 2022) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Span: | 1 x 1,066.8 meters (3,500 feet) |
Side Spans: | 2 x 198.1 meters (650 feet) |
Deck width: | 120 feet |
Notes:
External Links:
Bridgemeister ID: | 186 (added before 2003) |
Year Completed: | 1936 |
Name: | Triborough |
Also Known As: | Robert F. Kennedy |
Location: | New York and Queens, New York, USA |
Crossing: | East River |
At or Near Feature: | Randalls-Wards Island |
Coordinates: | 40.781283 N 73.9273 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | O.H. Ammann, Allston Dana |
References: | AAJ, GBD, SIX |
Use: | Vehicular (major highway), with walkway |
Status: | In use (last checked: 2022) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Span: | 1 x 420.6 meters (1,380 feet) |
Side Spans: | 2 x 214.8 meters (704.75 feet) |
Deck width: | 96 feet |
External Links:
Bridgemeister ID: | 191 (added before 2003) |
Year Completed: | 1939 |
Name: | Bronx-Whitestone |
Location: | The Bronx and Queens, New York, USA |
Crossing: | East River |
Coordinates: | 40.80167 N 73.83 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | O. H. Ammann, Allston Dana |
References: | AAJ, ARF, BAAW, BBR, BFL, BPL, GBD, SIX |
Use: | Vehicular (major highway) |
Status: | In use (last checked: 2022) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Span: | 1 x 701 meters (2,300 feet) |
Side Spans: | 2 x 224 meters (735 feet) |
Notes:
External Links:
Bridgemeister ID: | 1191 (added 2004-01-25) |
Year Completed: | 1957 |
Name: | Glen Canyon |
Location: | Glen Canyon Dam, Arizona, USA |
Crossing: | Colorado River |
Principals: | Kiewit-Judson Pacific Murphy Co. |
Use: | Footbridge |
Status: | Removed |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Main Span: | 1 x 390.1 meters (1,280 feet) |
Notes:
External Links:
Bridgemeister ID: | 215 (added before 2003) |
Year Completed: | 1961 |
Name: | Throgs Neck |
Location: | The Bronx and Queens, New York, USA |
Crossing: | East River |
Coordinates: | 40.8 N 73.795 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | O. H. Ammann |
References: | ARF, BCO, SIX, VNB |
Use: | Vehicular (major highway) |
Status: | In use (last checked: 2022) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Span: | 1 x 548.6 meters (1,800 feet) |
Side Spans: | 2 |
Notes:
External Links:
Bridgemeister ID: | 219 (added before 2003) |
Year Completed: | 1964 |
Name: | Verrazzano Narrows |
Also Known As: | Verrazano Narrows |
Location: | Brooklyn and Staten Island, New York, USA |
Crossing: | Verrazano Narrows |
Coordinates: | 40.60667 N 74.045 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | Othmar H. Ammann, Whitney |
References: | BBR, BC3, BFL, BOU, COB, CTW, GBD, LAB, SIX, VNB |
Use: | Vehicular (double-deck) |
Status: | In use (last checked: 2022) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Span: | 1 x 1,298.4 meters (4,260 feet) |
Side Spans: | 2 |
Notes:
External Links:
Bridgemeister ID: | 6139 (added 2021-07-06) |
Year Completed: | 2013 |
Name: | CONSOL Energy Wing Tip |
Also Known As: | Wingtip |
Location: | Glen Jean, Oak Hill vicinity, West Virginia, USA |
Crossing: | Turley Branch |
At or Near Feature: | Summit Bechtel National Scout Reserve |
Coordinates: | 37.917343 N 81.119230 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Principals: | Hatch Mott MacDonald, Schlaich Bergermann Partner, Freyssinet |
Use: | Footbridge |
Status: | In use (last checked: 2021) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Span: | 1 x 177.4 meters (582 feet) |
Side Spans: | 2 x 31.1 meters (102 feet) estimated |
Notes:
External Links:
Bridgemeister ID: | 2408 (added 2007-12-24) |
Name: | (footbridge) |
Location: | Burnt Ranch vicinity, California, USA |
Crossing: | Trinity River |
At or Near Feature: | Six Rivers National Forest |
Use: | Footbridge |
Status: | Removed |
Main Cables: | Wire |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 6940 (added 2022-01-23) |
Name: | (footbridge) |
Location: | Pryvillya, Luhansk Oblast, Ukraine |
Crossing: | Siverskyi Donets River |
Coordinates: | 49.025677 N 38.284821 E |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2022) |
Main Span: | 1 x 98 meters (321.5 feet) estimated |
Notes:
Bridgemeister ID: | 8412 (added 2024-03-03) |
Name: | (pipeline bridge) |
Location: | Eagle Creek Township and Keener Township, Indiana, USA |
Crossing: | Kankakee River |
Coordinates: | 41.220361 N 87.270806 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Pipeline |
Status: | Extant (last checked: 2023) |
Main Spans: | 1 x 72 meters (236.2 feet) estimated, 1 x 25 meters (82 feet) estimated |
Notes:
Bridgemeister ID: | 8409 (added 2024-03-03) |
Name: | (pipeline bridge) |
Location: | Eagle Creek Township, Indiana, USA |
Crossing: | Singleton Ditch |
Coordinates: | 41.260667 N 87.300861 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Pipeline |
Status: | Extant (last checked: 2023) |
Suspended Spans: | 1 |
Main Span: | 1 x 20 meters (65.6 feet) estimated |
Notes:
Bridgemeister ID: | 8410 (added 2024-03-03) |
Name: | (pipeline bridge) |
Location: | Eagle Creek Township, Indiana, USA |
Crossing: | Little Ditch |
Coordinates: | 41.257639 N 87.298583 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Pipeline |
Status: | Extant (last checked: 2023) |
Suspended Spans: | 1 |
Main Span: | 1 x 21 meters (68.9 feet) estimated |
Notes:
Bridgemeister ID: | 8411 (added 2024-03-03) |
Name: | (pipeline bridge) |
Location: | Eagle Creek Township, Indiana, USA |
Crossing: | Brown Ditch |
Coordinates: | 41.239583 N 87.285444 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Pipeline |
Status: | Extant (last checked: 2023) |
Suspended Spans: | 1 |
Main Span: | 1 x 16 meters (52.5 feet) estimated |
Notes:
Bridgemeister ID: | 8413 (added 2024-03-03) |
Name: | (pipeline bridge) |
Location: | Keener Township, Indiana, USA |
Crossing: | Brent Ditch |
Coordinates: | 41.206889 N 87.261222 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Pipeline |
Status: | Extant (last checked: 2023) |
Suspended Spans: | 1 |
Main Span: | 1 x 14 meters (45.9 feet) estimated |
Notes:
Bridgemeister ID: | 8414 (added 2024-03-03) |
Name: | (pipeline bridge) |
Location: | Keener Township, Indiana, USA |
Crossing: | Dehaan Ditch |
Coordinates: | 41.202500 N 87.258056 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Pipeline |
Status: | Extant (last checked: 2023) |
Suspended Spans: | 1 |
Main Span: | 1 x 14.5 meters (47.6 feet) estimated |
Notes:
Bridgemeister ID: | 1118 (added 2004-01-06) |
Name: | Sky Walk 1 |
Location: | Monteverde, Santa Elena vicinity, Costa Rica |
Crossing: | Monteverde Cloud Forest |
At or Near Feature: | Sky Adventures Monteverde Park |
Coordinates: | 10.336227 N 84.808606 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2023) |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 7786 (added 2023-08-21) |
Name: | Sky Walk 2 |
Location: | Monteverde, Santa Elena vicinity, Costa Rica |
Crossing: | Monteverde Cloud Forest |
At or Near Feature: | Sky Adventures Monteverde Park |
Coordinates: | 10.336986 N 84.805990 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2023) |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 7787 (added 2023-08-21) |
Name: | Sky Walk 3 |
Location: | Monteverde, Santa Elena vicinity, Costa Rica |
Crossing: | Monteverde Cloud Forest |
At or Near Feature: | Sky Adventures Monteverde Park |
Coordinates: | 10.339592 N 84.807801 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2023) |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 7788 (added 2023-08-21) |
Name: | Sky Walk 4 |
Location: | Monteverde, Santa Elena vicinity, Costa Rica |
Crossing: | Monteverde Cloud Forest |
At or Near Feature: | Sky Adventures Monteverde Park |
Coordinates: | 10.339206 N 84.808631 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2023) |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 7789 (added 2023-08-21) |
Name: | Sky Walk 5 |
Location: | Monteverde, Santa Elena vicinity, Costa Rica |
Crossing: | Monteverde Cloud Forest |
At or Near Feature: | Sky Adventures Monteverde Park |
Coordinates: | 10.338204 N 84.808238 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2023) |
Main Cables: | Wire (steel) |
Suspended Spans: | 3 |
Main Spans: | 3 |
Notes:
Bridgemeister ID: | 7790 (added 2023-08-21) |
Name: | Sky Walk 6 |
Location: | Monteverde, Santa Elena vicinity, Costa Rica |
Crossing: | Monteverde Cloud Forest |
At or Near Feature: | Sky Adventures Monteverde Park |
Coordinates: | 10.338119 N 84.808717 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Footbridge |
Status: | In use (last checked: 2023) |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Notes:
Bridgemeister ID: | 1442 (added 2004-07-31) |
Name: | Swinging |
Location: | Browns Park National Wildlife Refuge vicinity, Colorado, USA |
Crossing: | Green River |
Coordinates: | 40.827833 N 109.030444 W |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Vehicular (one-lane) |
Status: | In use (last checked: 2019) |
Main Cables: | Wire (steel) |
Suspended Spans: | 1 |
Main Span: | 1 x 96.3 meters (316 feet) estimated |
Notes:
Bridgemeister ID: | 5914 (added 2021-05-23) |
Name: | Tawi |
Location: | Jammu, Jammu and Kashmir, India |
Crossing: | Tawi River |
Coordinates: | 32.720315 N 74.858353 E |
Maps: | Acme, GeoHack, Google, OpenStreetMap |
Use: | Vehicular |
Status: | Removed |
Suspended Spans: | 6 |
Notes: