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34-528: The original Morrison Bridge (or Morrison Street Bridge) was a wooden truss swing-span bridge that opened to the public on April 9, 1887 (with a formal opening three days later), as the first Willamette River bridge in Portland and the longest bridge west of the Mississippi River . It was named for the street it carried, which had been named for John L. Morrison , a Scottish immigrant who built

68-517: A flexible walking track bridge which "swings" as you walk across.) In the UK, there is a legal definition in current statute as to what is, or is not a 'swing bridge' The largest double swing-span bridge in the United States is the 3,250 feet (990 m) long, 450 feet (140 m) navigable span, 60 feet (18 m) clearance George P. Coleman Memorial Bridge . Omaha NE Turn Style Bridge

102-587: A zip-line or cableway . In some cases, such as the Capilano Suspension Bridge , the primary supports form the handrails with the deck suspended below them. This makes for more motion side-to-side in the deck than when the primary supports are at deck level, but less motion in the handrails. Disadvantages connected with simple suspension bridges are very great. The location of the deck is limited, massive anchorages and piers generally are required, and loading produces transient deformation of

136-408: A bridge may employ vertical drop cables from each side at the center of the bridge, anchored to the ground below. The lightest of these bridges, without decking, are suitable for use only by pedestrians. Light bridges with decking, and sufficient tension that crossing the bridge does not approach climbing, may be used also by pack horses (and other animals), equestrians, and bicycle riders. To walk

170-544: A bridge which intersects the navigation channel at an oblique angle may be built to rotate only 45 degrees, or one-eighth turn, in order to clear the channel. Small swing bridges as found over narrow canals may be pivoted only at one end, opening as would a gate, but require substantial underground structure to support the pivot. Many inner cities have swing bridges, since these require less street space than other types of bridges. (A "swing bridge" in New Zealand refers to

204-591: A cost of $ 12.9 million. In 1961, Interstate 5 and Interstate 84 ramps were added. In 1987, the Morrison Bridge became the first bridge illuminated by the Willamette Light Brigade. In 2007, the original 16 colored floodlamps illuminating the concrete piers were replaced by energy-efficient and computer-controlled LEDs . Different colors may be selected for each of eight zones of the piers. Static and animated patterns may be requested for

238-489: A fee which ranges from $ 100 per night to $ 1200 per month (as of 2009). Access for bicycles and pedestrians was improved in a $ 1.9 million project which began construction in March 2009 and added a barrier-separated path on the south side. Previously, there were only narrow sidewalks. In 2011–12, the steel grating on the bascule deck was replaced with fiber-reinforced polymer panels to provide better traction for vehicles. The work

272-438: A footrope with overhead rope); and tyrolienne ("Tyrolean": a zip-line). Zip-lines can be traversed by hanging below, or walked (by individuals with exceptional balance). A more developed version of the pont himalayen , provided with a deck between a pair of main cables, is known as a passerelle himalayenne ( French , "Himalayan footbridge"). Examples of this type include two bridges at Lac de Monteynard-Avignonet in

306-423: A lighter bridge of this type at a reasonable pace requires a particular gliding step, as the more normal walking step will induce traveling waves that can cause the traveler to pitch (uncomfortably) up and down or side-to-side. The exception is a stabilized bridge, which may be quite stable. Simple suspension bridges have applications in outdoor recreation . They are a popular choice for tree-top trails and, where

340-415: A river and woven together when they grew long enough to span the gap. The addition of planks produced a serviceable bridge. The very lightest bridges of this type consist of a single footrope and nothing more. These are tightropes and slacklines , and require skill to use. More commonly, the footrope is accompanied by one or two handrail ropes, connected at intervals by vertical side ropes. This style

374-437: A shallow downward catenary arc which moves in response to dynamic loads on the bridge deck. The arc of the deck and its large movement under load make such bridges unsuitable for vehicular traffic. Simple suspension bridges are restricted in their use to foot traffic. For safety, they are built with stout handrail cables, supported on short piers at each end, and running parallel to the load-bearing cables. Sometime these may be

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408-450: Is because the main cables are tied at uniform intervals to the bridge deck below (see suspension bridge curve ). The differences between these two curves were a question of importance in the 17th century, worked on by Isaac Newton . The solution was found in 1691, by Gottfried Leibniz , Christiaan Huygens , and Johann Bernoulli who derived the equation in response to a challenge by Jakob Bernoulli . Their solutions were published in

442-460: Is known as a rope bridge due to its historical construction from rope . Inca rope bridges still are formed from native materials, chiefly rope, in some areas of South America. These rope bridges must be renewed periodically owing to the limited lifetime of the materials, and rope components are made by families as contributions to a community endeavor. Simple suspension bridges, for use by pedestrians and livestock, are still constructed, based on

476-424: Is not stiffened. Although simple suspension bridges and "simple" suspended deck bridges are similar in many respects, they differ in their physics. On a simple suspension bridge, the main cables (or chains) follow a hyperbolic curve, the catenary . This is because the main cables are free hanging. In contrast, on a suspended deck bridge (whether "simple" or not) the main cables follow a parabolic curve . This

510-560: Is now a historical landmark. Located 86H674H5+98 Used for rail transport. Connecting Council Bluffs, Iowa to downtown Omaha, Nebraska Simple suspension bridge A simple suspension bridge (also rope bridge , swing bridge (in New Zealand ), suspended bridge , hanging bridge and catenary bridge ) is a primitive type of bridge in which the deck of the bridge lies on two parallel load-bearing cables that are anchored at either end. They have no towers or piers. The cables follow

544-400: Is sufficient for most river traffic, requiring bridge openings only about 30 times a month. The bridge currently carries 50,000 vehicles daily in six lanes. The canted windows of the control tower give the distinctive look of air traffic control towers. The current bridge does not connect to Morrison Street at its west end because the second bridge was left in operation while the latest version

578-447: Is the oldest known type of suspension bridge and, ignoring the possibility of pre-Columbian trans-oceanic contact , there were at least two independent inventions of the simple suspension bridge, in the wider Himalaya region and South America . The earliest reference to suspension bridges appear in Han dynasty records on the travels of Chinese diplomatic missions to the countries on

612-441: Is used by mountaineers and is employed extensively in New Zealand on lesser backcountry walking tracks where examples are referred to as 'three wire bridges'. A slightly heavier variation has two ropes supporting a deck, and two handrail ropes. Handrails are necessary because these bridges are prone to oscillate side to side and end to end. Rarely, the footrope (or footrope plus handrails) is combined with an overhead rope similar to

646-497: The Acta Eruditorum for June 1691. A stressed ribbon bridge also has one or more catenary curves and a deck laid on the main cables. Unlike a simple suspension bridge however, a stressed ribbon bridge has a stiff deck, usually due to the addition of compression elements (concrete slabs) laid over the main cables. This stiffness allows the bridge to be much heavier, wider, and more stable. The simple suspension bridge

680-520: The swing span (turning span) can then pivot horizontally as shown in the animated illustration to the right. In its closed position, a swing bridge carrying a road or railway over a river or canal , for example, allows traffic to cross. When a water vessel needs to pass the bridge, road traffic is stopped (usually by traffic signals and barriers), and then motors rotate the bridge horizontally about its pivot point. The typical swing bridge will rotate approximately 90 degrees, or one-quarter turn; however,

714-475: The 15th century, including Chushul Chakzam and one at Chuka . Another example, the Luding Bridge , dates from 1703, spanning 100 m using 11 iron chains. Development of wire cable suspension bridges dates to the temporary simple suspension bridge at Annonay built by Marc Seguin and his brothers in 1822. It spanned only 18 m. However, simple suspension bridge designs were made largely obsolete by

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748-525: The 19th century invention and patent of the suspended deck bridge by James Finley . A late 18th century English painting of a bridge in Srinagar , then part of the Garhwal Kingdom , anticipates the invention of the suspended deck bridge. This unusual bridge, built on a floodplain, had suspended deck ramps used to access a simple suspension bridge supported from towers. This type of bridge

782-736: The Spanish in the Andes in the 16th century. The oldest known suspension bridge, reported from ruins, dates from the 7th century in Central America (see Maya Bridge at Yaxchilan ). Simple suspension bridges using iron chains are also documented in Tibet and China . One bridge on the upper Yangtze dates back to the 7th century. Several are attributed to Tibetan monk Thang Tong Gyalpo , who reportedly built several in Tibet and Bhutan in

816-464: The ancient Inca rope bridge but using wire rope and sometimes steel or aluminium grid decking, rather than wood. In modern bridges, materials used instead of (fiber) rope include wire rope , chain , and special-purpose articulated steel beams. In the northeast Indian state of Meghalaya , Khasi and Jaintia tribal people have created living root bridges , which are a form of tree shaping . Here, simple suspension bridges are made by training

850-478: The bridge opened. Electric streetcars , introduced in Portland in November 1889, replaced horsecar service on the bridge in stages starting in 1890. Streetcars also crossed the second (1905) Morrison bridge, but not the third (1958), as the last lines of Portland's past streetcar system had been abandoned by the time it opened. The present bridge was built by Multnomah County . It was completed on May 24, 1958, at

884-415: The deck. Solutions to these problems led to a wide variety of methods of stiffening the deck, resulting in several other types of suspension bridge. These include a stressed ribbon bridge , which is closely related to a simple suspension bridge but has a stiffened deck suitable for vehicle traffic. A very light bridge, constructed with cables under high tension, may approach a suspended deck bridge in

918-411: The first home on Morrison Street. It was first a toll bridge (rates: horse-drawn rig - US$ 0.15, team of horses - $ 0.20, pedestrian - $ 0.05) but went toll-free in 1895. The second Morrison was another swing bridge that was built in 1905. It was not designed for automobiles and the 1958 replacement was long overdue. The first Morrison Bridge carried horsecars starting in March 1888, about a year after

952-449: The nearly horizontal grade of its deck. The bridge may be stiffened by the addition of cables that do not bear the primary structural or live loads and so may be relatively light. These also add stability in wind. An example is the 220-meter-long (720 ft) bridge across the river Drac at Lac de Monteynard-Avignonet : this bridge has stabilizing cables below and to the side of the deck. To reduce twisting motion in response to users

986-417: The primary load-bearing element, with the deck suspended below. Simple suspension bridges are considered the most efficient and sustainable design in rural regions, especially for river crossings that lie in non- floodplain topography such as gorges. In some contexts the term "simple suspension bridge" refers not to this type of bridge but rather to a suspended-deck bridge that is "simple" in that its deck

1020-549: The roots of the Ficus elastica species of banyan tree across watercourses. There are examples with a span of over 170 feet (52 m). They are naturally self-renewing and self-strengthening as the component roots grow thicker and some are thought to be more than 500 years old. In the Iya Valley of Japan, bridges have been constructed using wisteria vines. To build such a bridge, these vines were planted on opposite sides of

1054-438: The terrain is suitable, for stream crossings. They may be designed without stabilizing so that the free movement of the bridge provides a more interesting experience for the user. In French , a rudimentary simple suspension bridge is known by one of three names, depending on its form: pont himalayen ("Himalayan bridge": a single footrope and handrails on both sides, usually without a deck); pont de singe ("monkey bridge:

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1088-580: The western and southern fringe of the Himalaya , namely the Hindukush range in Afghanistan , and the lands of Gandhara and Gilgit . These were simple suspension bridges of three or more cables made from vines , where people walked directly on the ropes to cross. Later, they also used decking made from planks resting on two cables. In South America , Inca rope bridges predate the arrival of

1122-450: Was built, necessitating that the replacement bridge be on a different alignment. In 2005, the bridge opened for river traffic an average of 33 times a month. Swing bridge A swing bridge (or swing span bridge ) is a movable bridge that can be rotated horizontally around a vertical axis. It has as its primary structural support a vertical locating pin and support ring, usually at or near to its center of gravity, about which

1156-560: Was completed in March 2012, but problems with the new deck panels began to be reported in fall 2013. Multnomah County anticipates a major seismic upgrade around 2020. The bridge was added to the National Register of Historic Places in November 2012. The bridge is the largest mechanical device in Oregon . 36-foot-tall (11 m) gears drive 940- ton counterweights located inside each of the piers. The 69-foot (21 m) clearance

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