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  • Portland transit facilities and infrastructure. Streetcar Lofts condominiums. Photo: 27-AUG-2007
    AJH_070827_1521.jpg
  • Earl Blumenauer Bicycle and Pedestrian Bridge (2022), is a tied-arch type bridge design spanning the Interstate 84 freeway in Portland, Oregon, USA. The bridge is aligned with NE 7th Avenue, connecting neighborhoods in Northeast Portland for bicycle and pedestrian users, but not for vehicular traffic. The design does accommodate use by emergency vehicles in the event of some catastrophic or seismic emergency. Previously known during design development as Sullivan’s Crossing, the bridge was dedicated and named for Congressman Earl Blumenauer, advocate for rail and streetcar mass transit, and promoter of commuting by bicycle. Construction was completed in 2022.
    AJH_221001_1174.jpg
  • Earl Blumenauer Bicycle and Pedestrian Bridge (2022), is a tied-arch type bridge design spanning the Interstate 84 freeway in Portland, Oregon, USA. The bridge is aligned with NE 7th Avenue, connecting neighborhoods in Northeast Portland for bicycle and pedestrian users, but not for vehicular traffic. The design does accommodate use by emergency vehicles in the event of some catastrophic or seismic emergency. Previously known during design development as Sullivan’s Crossing, the bridge was dedicated and named for Congressman Earl Blumenauer, advocate for rail and streetcar mass transit, and promoter of commuting by bicycle. Construction was completed in 2022.
    AJH_221001_1172.jpg
  • Earl Blumenauer Bicycle and Pedestrian Bridge (2022), is a tied-arch type bridge design spanning the Interstate 84 freeway in Portland, Oregon, USA. The bridge is aligned with NE 7th Avenue, connecting neighborhoods in Northeast Portland for bicycle and pedestrian users, but not for vehicular traffic. The design does accommodate use by emergency vehicles in the event of some catastrophic or seismic emergency. Previously known during design development as Sullivan’s Crossing, the bridge was dedicated and named for Congressman Earl Blumenauer, advocate for rail and streetcar mass transit, and promoter of commuting by bicycle. Construction was completed in 2022.
    AJH_221001_1173.jpg
  • Earl Blumenauer Bicycle and Pedestrian Bridge (2022), is a tied-arch type bridge design spanning the Interstate 84 freeway in Portland, Oregon, USA. The bridge is aligned with NE 7th Avenue, connecting neighborhoods in Northeast Portland for bicycle and pedestrian users, but not for vehicular traffic. The design does accommodate use by emergency vehicles in the event of some catastrophic or seismic emergency. Previously known during design development as Sullivan’s Crossing, the bridge was dedicated and named for Congressman Earl Blumenauer, advocate for rail and streetcar mass transit, and promoter of commuting by bicycle. Construction was completed in 2022.
    AJH_221001_1195.jpg
  • Earl Blumenauer Bicycle and Pedestrian Bridge (2022), is a tied-arch type bridge design spanning the Interstate 84 freeway in Portland, Oregon, USA. The bridge is aligned with NE 7th Avenue, connecting neighborhoods in Northeast Portland for bicycle and pedestrian users, but not for vehicular traffic. The design does accommodate use by emergency vehicles in the event of some catastrophic or seismic emergency. Previously known during design development as Sullivan’s Crossing, the bridge was dedicated and named for Congressman Earl Blumenauer, advocate for rail and streetcar mass transit, and promoter of commuting by bicycle. Construction was completed in 2022.
    AJH_221001_1188.jpg
  • Earl Blumenauer Bicycle and Pedestrian Bridge (2022), is a tied-arch type bridge design spanning the Interstate 84 freeway in Portland, Oregon, USA. The bridge is aligned with NE 7th Avenue, connecting neighborhoods in Northeast Portland for bicycle and pedestrian users, but not for vehicular traffic. The design does accommodate use by emergency vehicles in the event of some catastrophic or seismic emergency. Previously known during design development as Sullivan’s Crossing, the bridge was dedicated and named for Congressman Earl Blumenauer, advocate for rail and streetcar mass transit, and promoter of commuting by bicycle. Construction was completed in 2022.
    AJH_221001_1181.jpg
  • The Morrison Bridge (1958) viewed through spans of the Burnside Bridge (1926), both spanning the Willamette River in downtown Portland. Both bridges are double-leaf bascule drawspan bridges, the distant bridge (Morrison) being approximately three decades more modern in design. Portland, Oregon USA.
    AJH_200830_7062.jpg
  • Burnside Bridge (1926) comprises a double-leaf bascule drawbridge main span, flanked by longer riveted double-intersection Warren deck truss approach spans. The bridge has long multi-beam steel deck girder approach spans bridging railroad tracks, freeways and city streets of downtown Portland, while the main span bridges a fetch of the Willamette River navigable to full-size commercial shipping. This bridge replaced the original 1894 wrought iron truss steam-powered swing-span bridge, two spans of which were repurposed as the current Bull Run River Bridge and Sandy River Bridge on Lusted Road, both in neighboring Clackamas County. Striking features of this bridge are its riveted double-intersection (lattice) Warren trusses featuring intermediate sub-verticals – an uncommon truss configuration, and its ornate bridge operator’s houses. The bridge was designed by Gustav Lindenthal and Joseph Strauss. Other notable features are its hidden below-deck counterweights, ornamental concrete balustrade railings, and fine metal railings on the lift spans. This bridge has great historical significance. Multnomah County, Oregon, USA.
    AJH_200830_7065.jpg
  • Burnside Bridge (1926) comprises a double-leaf bascule drawbridge main span, flanked by longer riveted double-intersection Warren deck truss approach spans. The bridge has long multi-beam steel deck girder approach spans bridging railroad tracks, freeways and city streets of downtown Portland, while the main span bridges a fetch of the Willamette River navigable to full-size commercial shipping. This bridge replaced the original 1894 wrought iron truss steam-powered swing-span bridge, two spans of which were repurposed as the current Bull Run River Bridge and Sandy River Bridge on Lusted Road, both in neighboring Clackamas County. Striking features of this bridge are its riveted double-intersection (lattice) Warren trusses featuring intermediate sub-verticals – an uncommon truss configuration, and its ornate bridge operator’s houses. The bridge was designed by Gustav Lindenthal and Joseph Strauss. Other notable features are its hidden below-deck counterweights, ornamental concrete balustrade railings, and fine metal railings on the lift spans. This bridge has great historical significance. Multnomah County, Oregon, USA.
    AJH_200830_7068.jpg
  • Clay Shaw Bridge (2001), also called the 17th Street Causeway Bridge, is a pair of twin parallel 54-foot-wide causeway structures, each incorporating a double-leaf bascule bridge, separated by a 13-foot open air median. This new bridge, spanning 210 feet between trunnions, increases navigable waterway width of the Intracoastal Waterway from 100 feet to 125 feet, and vertical clearance from 22 feet to 55 feet, over the previous 1956 bridge at this location – the Commodore Brook Memorial Causeway. Striking features of this bridge are its V-shaped Carina piers (providing excellent visibility for shipping navigation) and the Art Deco-style bridge operator’s house. Also notable are the open traffic railings (for greater vista visibility), emergency shoulders, bicycle lanes and sidewalks – with pedestrian overlooks incorporated into the bascule spans. Owner: Florida Department of Transport; Design consultant for piers and bascule bridge: EC Driver & Associates; Design of Bridge Structures: FIGG Bridge Engineers; Roadway: Keith & Schnars. Fort Lauderdale, Broward County, Florida, USA.
    AJH_230127_2287.jpg
  • Burnside Bridge (1926) comprises a double-leaf bascule drawbridge main span, flanked by longer riveted double-intersection Warren deck truss approach spans. The bridge has long multi-beam steel deck girder approach spans bridging railroad tracks, freeways and city streets of downtown Portland, while the main span bridges a fetch of the Willamette River navigable to full-size commercial shipping. This bridge replaced the original 1894 wrought iron truss steam-powered swing-span bridge, two spans of which were repurposed as the current Bull Run River Bridge and Sandy River Bridge on Lusted Road, both in neighboring Clackamas County. Striking features of this bridge are its riveted double-intersection (lattice) Warren trusses featuring intermediate sub-verticals – an uncommon truss configuration, and its ornate bridge operator’s houses. The bridge was designed by Gustav Lindenthal and Joseph Strauss. Other notable features are its hidden below-deck counterweights, ornamental concrete balustrade railings, and fine metal railings on the lift spans. This bridge has great historical significance. Multnomah County, Oregon, USA.
    AJH_200830_7067.jpg
  • Burnside Bridge (1926) comprises a double-leaf bascule drawbridge main span, flanked by longer riveted double-intersection Warren deck truss approach spans. The bridge has long multi-beam steel deck girder approach spans bridging railroad tracks, freeways and city streets of downtown Portland, while the main span bridges a fetch of the Willamette River navigable to full-size commercial shipping. This bridge replaced the original 1894 wrought iron truss steam-powered swing-span bridge, two spans of which were repurposed as the current Bull Run River Bridge and Sandy River Bridge on Lusted Road, both in neighboring Clackamas County. Striking features of this bridge are its riveted double-intersection (lattice) Warren trusses featuring intermediate sub-verticals – an uncommon truss configuration, and its ornate bridge operator’s houses. The bridge was designed by Gustav Lindenthal and Joseph Strauss. Other notable features are its hidden below-deck counterweights, ornamental concrete balustrade railings, and fine metal railings on the lift spans. This bridge has great historical significance. Multnomah County, Oregon, USA.
    AJH_200830_7070.jpg
  • Clay Shaw Bridge (2001), also called the 17th Street Causeway Bridge, is a pair of twin parallel 54-foot-wide causeway structures, each incorporating a double-leaf bascule bridge, separated by a 13-foot open air median. This new bridge, spanning 210 feet between trunnions, increases navigable waterway width of the Intracoastal Waterway from 100 feet to 125 feet, and vertical clearance from 22 feet to 55 feet, over the previous 1956 bridge at this location – the Commodore Brook Memorial Causeway. Striking features of this bridge are its V-shaped Carina piers (providing excellent visibility for shipping navigation) and the Art Deco-style bridge operator’s house. Also notable are the open traffic railings (for greater vista visibility), emergency shoulders, bicycle lanes and sidewalks – with pedestrian overlooks incorporated into the bascule spans. Owner: Florida Department of Transport; Design consultant for piers and bascule bridge: EC Driver & Associates; Design of Bridge Structures: FIGG Bridge Engineers; Roadway: Keith & Schnars. Fort Lauderdale, Broward County, Florida, USA.
    AJH_230127_2296.jpg
  • Clay Shaw Bridge (2001), also called the 17th Street Causeway Bridge, is a pair of twin parallel 54-foot-wide causeway structures, each incorporating a double-leaf bascule bridge, separated by a 13-foot open air median. This new bridge, spanning 210 feet between trunnions, increases navigable waterway width of the Intracoastal Waterway from 100 feet to 125 feet, and vertical clearance from 22 feet to 55 feet, over the previous 1956 bridge at this location – the Commodore Brook Memorial Causeway. Striking features of this bridge are its V-shaped Carina piers (providing excellent visibility for shipping navigation) and the Art Deco-style bridge operator’s house. Also notable are the open traffic railings (for greater vista visibility), emergency shoulders, bicycle lanes and sidewalks – with pedestrian overlooks incorporated into the bascule spans. Owner: Florida Department of Transport; Design consultant for piers and bascule bridge: EC Driver & Associates; Design of Bridge Structures: FIGG Bridge Engineers; Roadway: Keith & Schnars. Fort Lauderdale, Broward County, Florida, USA.
    AJH_230127_2278.jpg
  • Four bridges of downtown Portland, spanning the Willamette River and set against the Cascades mountain range to the east. From nearest to farthest: Hawthorne Bridge (1910), Marquam Bridge (1966), Tilikum Crossing (2015) and Ross Island Bridge (1926), with the downstream end of Ross Island visible beyond the last bridge. Portland, Oregon, USA.
    AJH_150926_7559.jpg
  • Clay Shaw Bridge (2001), also called the 17th Street Causeway Bridge, is a pair of twin parallel 54-foot-wide causeway structures, each incorporating a double-leaf bascule bridge, separated by a 13-foot open air median. This new bridge, spanning 210 feet between trunnions, increases navigable waterway width of the Intracoastal Waterway from 100 feet to 125 feet, and vertical clearance from 22 feet to 55 feet, over the previous 1956 bridge at this location – the Commodore Brook Memorial Causeway. Striking features of this bridge are its V-shaped Carina piers (providing excellent visibility for shipping navigation) and the Art Deco-style bridge operator’s house. Also notable are the open traffic railings (for greater vista visibility), emergency shoulders, bicycle lanes and sidewalks – with pedestrian overlooks incorporated into the bascule spans. Owner: Florida Department of Transport; Design consultant for piers and bascule bridge: EC Driver & Associates; Design of Bridge Structures: FIGG Bridge Engineers; Roadway: Keith & Schnars. Fort Lauderdale, Broward County, Florida, USA.
    AJH_230127_2291.jpg
  • The Astoria-Megler Bridge (1966) spans the mouth of the Columbia River between Astoria, Oregon and Point Ellice near Megler, Washington. The bridge type is a steel cantilever through truss, designed jointly by the state highway departments of Oregon and Washington. Construction was started in 1962 and completed in 1966. Total length: 4.1 mi / 6.5km.
    AJH_081228_2594.jpg
  • The Hawthorne Bridge (1910) is the oldest remaining highway structure across the Willamette River. Designed by Waddell and Harrington of Kansas City, and constructed in 1910 by the Pennsylvania Steel Company, the layout is a Parker through-truss design with vertical lift span between 165-foot-tall towers. Portland, Oregon, USA.
    AJH_110702_3683.jpg
  • Harbor Drive Pedestrian Bridge at night, provides access to Petco Park, home of the San Diego Padres, San Diego, California.
    harbor-drive-pedestrian-bridge-san-d...jpg
  • FEC New River Bridge (1978) is a single-leaf bascule railroad bridge spanning the navigable New River in downtown Fort Lauderdale. The design type is a through plate girder bridge of total span 70 feet /21.3m, providing a horizontal boat navigable clearance of 60 feet/18.3m. Additionally, the bridge comprises three 25-foot approach spans, plus a 14-foot machinery room span, from the north; and two 25-foot spans from the south. Notable was the use of weathering steel to eliminate environmental concerns around initial and future painting. By 1985, the weathering steel had reportedly reached a stable condition for its environment. One of the design criteria for this bridge was to double-track the crossing, removing the bottleneck of a single track bridge at this location dating back to 1912. Now, in the 21st Century, as freight trains are once again sharing the tracks with passenger trains operated by Brightline, alternatives are being studied through the New River Crossing Feasibility Study to further expand capacity by tunnel and various fixed/movable bridge replacement options. Owner: Florida East Coast Railway Company (FEC). Engineer: Greiner Engineering Sciences Inc. General Contractor: Powell Brothers Inc. Broward County, Florida, USA.
    AJH_230125_2232.jpg
  • FEC New River Bridge (1978) is a single-leaf bascule railroad bridge spanning the navigable New River in downtown Fort Lauderdale. The design type is a through plate girder bridge of total span 70 feet /21.3m, providing a horizontal boat navigable clearance of 60 feet/18.3m. Additionally, the bridge comprises three 25-foot approach spans, plus a 14-foot machinery room span, from the north; and two 25-foot spans from the south. Notable was the use of weathering steel to eliminate environmental concerns around initial and future painting. By 1985, the weathering steel had reportedly reached a stable condition for its environment. One of the design criteria for this bridge was to double-track the crossing, removing the bottleneck of a single track bridge at this location dating back to 1912. Now, in the 21st Century, as freight trains are once again sharing the tracks with passenger trains operated by Brightline, alternatives are being studied through the New River Crossing Feasibility Study to further expand capacity by tunnel and various fixed/movable bridge replacement options. Owner: Florida East Coast Railway Company (FEC). Engineer: Greiner Engineering Sciences Inc. General Contractor: Powell Brothers Inc. Broward County, Florida, USA.
    AJH_230125_2243.jpg
  • FEC New River Bridge (1978) is a single-leaf bascule railroad bridge spanning the navigable New River in downtown Fort Lauderdale. The design type is a through plate girder bridge of total span 70 feet /21.3m, providing a horizontal boat navigable clearance of 60 feet/18.3m. Additionally, the bridge comprises three 25-foot approach spans, plus a 14-foot machinery room span, from the north; and two 25-foot spans from the south. Notable was the use of weathering steel to eliminate environmental concerns around initial and future painting. By 1985, the weathering steel had reportedly reached a stable condition for its environment. One of the design criteria for this bridge was to double-track the crossing, removing the bottleneck of a single track bridge at this location dating back to 1912. Now, in the 21st Century, as freight trains are once again sharing the tracks with passenger trains operated by Brightline, alternatives are being studied through the New River Crossing Feasibility Study to further expand capacity by tunnel and various fixed/movable bridge replacement options. Owner: Florida East Coast Railway Company (FEC). Engineer: Greiner Engineering Sciences Inc. General Contractor: Powell Brothers Inc. Broward County, Florida, USA.
    AJH_230125_2244.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221117_1845.jpg
  • The Hawthorne Bridge (1910) is the oldest remaining highway structure across the Willamette River. Designed by Waddell and Harrington of Kansas City, and constructed in 1910 by the Pennsylvania Steel Company, the layout is a Parker through-truss design with vertical lift span between 165-foot-tall towers. Portland, Oregon, USA.
    AJH_110702_3693.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221117_1846.jpg
  • FEC New River Bridge (1978) is a single-leaf bascule railroad bridge spanning the navigable New River in downtown Fort Lauderdale. The design type is a through plate girder bridge of total span 70 feet /21.3m, providing a horizontal boat navigable clearance of 60 feet/18.3m. Additionally, the bridge comprises three 25-foot approach spans, plus a 14-foot machinery room span, from the north; and two 25-foot spans from the south. Notable was the use of weathering steel to eliminate environmental concerns around initial and future painting. By 1985, the weathering steel had reportedly reached a stable condition for its environment. One of the design criteria for this bridge was to double-track the crossing, removing the bottleneck of a single track bridge at this location dating back to 1912. Now, in the 21st Century, as freight trains are once again sharing the tracks with passenger trains operated by Brightline, alternatives are being studied through the New River Crossing Feasibility Study to further expand capacity by tunnel and various fixed/movable bridge replacement options. Owner: Florida East Coast Railway Company (FEC). Engineer: Greiner Engineering Sciences Inc. General Contractor: Powell Brothers Inc. Broward County, Florida, USA.
    AJH_230125_2250.jpg
  • FEC New River Bridge (1978) is a single-leaf bascule railroad bridge spanning the navigable New River in downtown Fort Lauderdale. The design type is a through plate girder bridge of total span 70 feet /21.3m, providing a horizontal boat navigable clearance of 60 feet/18.3m. Additionally, the bridge comprises three 25-foot approach spans, plus a 14-foot machinery room span, from the north; and two 25-foot spans from the south. Notable was the use of weathering steel to eliminate environmental concerns around initial and future painting. By 1985, the weathering steel had reportedly reached a stable condition for its environment. One of the design criteria for this bridge was to double-track the crossing, removing the bottleneck of a single track bridge at this location dating back to 1912. Now, in the 21st Century, as freight trains are once again sharing the tracks with passenger trains operated by Brightline, alternatives are being studied through the New River Crossing Feasibility Study to further expand capacity by tunnel and various fixed/movable bridge replacement options. Owner: Florida East Coast Railway Company (FEC). Engineer: Greiner Engineering Sciences Inc. General Contractor: Powell Brothers Inc. Broward County, Florida, USA.
    AJH_230123_2217.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221117_1857.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221117_1850.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221116_1800.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221116_1807.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221116_1806.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221116_1696.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221116_1797.jpg
  • The Hawthorne Bridge is the oldest remaining highway structure across the Willamette River. Designed by Waddell and Harrington of Kansas City, and constructed in 1910 by the Pennsylvania Steel Company, the layout is a Parker through-truss design with vertical lift span between 165-foot-tall towers. Photo: 2009. Kayakers acting as safety boats follow swimmers in the 2009 Portland Triathlon.
    AJH_090823_0411.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221117_1847.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221116_1829.jpg
  • Peter DeFazio Bridge (1999) is a pedestrian and bicycle suspension bridge across the Willamette River in Eugene. Its eye-catching form displays interesting and unique architecture, with a modernist take on the classic suspension bridge. The DeFazio Bridge is celebrated for providing transportation and recreation opportunities that are in harmony with the natural environment, conveniently connecting several multi-use pathways and serving as primary bicycle-pedestrian artery between downtown Eugene and neighborhoods north of the river. Gradual grades on main span, approach ramps and stairs make this bridge the functional equivalent of the ultimate freeway spaghetti-interchange for pedestrians and bicyclists, yet its artful architecture compliments the beautiful urban park setting of Alton Baker Park. The DeFazio Bridge enhances accessibility to, and use of, the park – a marvel of modern bridge engineering. The bridge was designed by Jiri Strasky of Strasky Husty and Partners, and OBEC Consulting Engineers, built by Mowat Construction Company, and named after the Oregon Congressman. Lane County, Oregon, USA.
    AJH_221116_1816.jpg
  • The Hawthorne Bridge is the oldest remaining highway structure across the Willamette River. Designed by Waddell and Harrington of Kansas City, and constructed in 1910 by the Pennsylvania Steel Company, the layout is a Parker through-truss design with vertical lift span between 165-foot-tall towers. Photo: 2009. Kayakers acting as safety boats follow swimmers in the 2009 Portland Triathlon.
    hawthorne-bridge-dramatic-sky.jpg
  • City of Portland skyline with MAX transit train crossing the Steel Bridge beneath snow-blanketed Mount Hood, Oregon, USA. The redbrick building in the foreground is Union Station. The Willamette River Steel Bridge is a Pratt through-truss design with vertical lift, completed in 1912.
    AJH_19490.jpg
  • Fuengirola River Pedestrian Bridge, named Puente de la Armada Española (Bridge of the Navy) is a cable-stayed pedestrian bridge over the Rio Fuengirola on the Costa del Sol in Spain.  Cable-stayed, reinforced concrete footbridge completed in 2006. Designed by FHECOR Consulting Engineers.
    AJH_171202_3000.jpg
  • The Astoria-Megler Bridge (1966) spans the mouth of the Columbia River between Astoria, Oregon and Point Ellice near Megler, Washington. The bridge type is a steel cantilever through truss, designed jointly by the state highway departments of Oregon and Washington. Construction was started in 1962 and completed in 1966. Total length: 4.1 mi / 6.5km.
    AJH_110527_3410.jpg
  • Modern bridge and ancient castle, this image shows the juxtaposition of 21st century and 10th century engineering. Puente de la Armada Española - 2006 (Bridge of the Navy) is a cable-stayed pedestrian suspension bridge over the Rio Fuengirola on the Costa del Sol in Spain. Fuengirola Castle or Castillo Sohail is a 10th century Arab castle occupied by the Moors and later conquered and ruined by the Christian Monarchs in 1485.  Rebuilt by the French during the 1807 Peninsular War, and successfully defended from a British-Spanish force at the Battle of Fuengirola, 1810 by a band of 200 Polish soldiers.  The castle was renovated in 1995.
    AJH_171205_3125.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1790.jpg
  • The new Sauvie Island Bridge, spanning the Multnomah Channel, was opened in 2008.  This tied-arch design with a 360ft (110m) span replaced the original 1950 Parker truss bridge with a 200ft (61m) main span, after cracks were discovered in 2001.  Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT).
    AJH_221012_1274.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1613_MA.jpg
  • The new Sauvie Island Bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The original Parker truss bridge (green paint, background) built in 1950 with a 200ft (61m) main span, was replaced with this tied-arch design with a 360ft (110m) span, after cracks were discovered in 2001. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1763.jpg
  • The new Sauvie Island Bridge, spanning the Multnomah Channel, was opened in 2008.  This tied-arch design with a 360ft (110m) span replaced the original 1950 Parker truss bridge with a 200ft (61m) main span, after cracks were discovered in 2001.  Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT).
    AJH_221012_1278.jpg
  • Fuengirola River Pedestrian Bridge, named Puente de la Armada Española (Bridge of the Navy) is a cable-stayed pedestrian bridge over the Rio Fuengirola on the Costa del Sol in Spain.  Cable-stayed, reinforced concrete footbridge completed in 2006. Designed by FHECOR Consulting Engineers.
    AJH_080118_1256.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2215.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2199.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2191.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1620_MA.jpg
  • The new Sauvie Island Bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The original Parker truss bridge (green paint, background) built in 1950 with a 200ft (61m) main span, was replaced with this tied-arch design with a 360ft (110m) span, after cracks were discovered in 2001. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1761.jpg
  • The new Sauvie Island Bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The original Parker truss bridge (green paint, background) built in 1950 with a 200ft (61m) main span, was replaced with this tied-arch design with a 360ft (110m) span, after cracks were discovered in 2001. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1759.jpg
  • The new Sauvie Island Bridge being delivered down the Willamette River to the construction site. The new bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1754.jpg
  • The new Sauvie Island Bridge, spanning the Multnomah Channel, was opened in 2008.  This tied-arch design with a 360ft (110m) span replaced the original 1950 Parker truss bridge with a 200ft (61m) main span, after cracks were discovered in 2001.  Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT).
    AJH_221012_1268.jpg
  • The Astoria-Megler Bridge (1966) spans the mouth of the Columbia River between Astoria, Oregon and Point Ellice near Megler, Washington. The bridge type is a steel cantilever through truss, designed jointly by the state highway departments of Oregon and Washington. Construction was started in 1962 and completed in 1966. Total length: 4.1 mi / 6.5km.
    AJH_121224_0136.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2213.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2188.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1598_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1574_MA.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1783.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1780.jpg
  • The new Sauvie Island Bridge, spanning the Multnomah Channel, was opened in 2008.  This tied-arch design with a 360ft (110m) span replaced the original 1950 Parker truss bridge with a 200ft (61m) main span, after cracks were discovered in 2001.  Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT).
    AJH_221012_1282.jpg
  • The new Sauvie Island Bridge, spanning the Multnomah Channel, was opened in 2008.  This tied-arch design with a 360ft (110m) span replaced the original 1950 Parker truss bridge with a 200ft (61m) main span, after cracks were discovered in 2001.  Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT).
    AJH_221012_1275.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1627_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1593_MA.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1796.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1779.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1778.jpg
  • The new Sauvie Island Bridge, spanning the Multnomah Channel, was opened in 2008.  This tied-arch design with a 360ft (110m) span replaced the original 1950 Parker truss bridge with a 200ft (61m) main span, after cracks were discovered in 2001.  Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT).
    AJH_221012_1280.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2198.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2195-BW.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2190.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1625_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1604_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1607_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1599_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1576_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1584_MA.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1789.jpg
  • Armitage Bridge (1887), also called Coburg Railroad Bridge and McKenzie River Railroad Bridge (historically, John Day Railroad Bridge), is a single span Whipple through truss bridge over the McKenzie River, between Eugene and Coburg. This bridge has been moved once. Originally erected in 1887 across the John Day River at the confluence with the Columbia River, it was dismantled and relocated here in 1907 by the American Bridge Company for new owners, Southern Pacific Railroad. This bridge was designed by prominent American civil engineer and great bridge engineer, George S. Morison, who designed many major bridges, some of similar configuration to this one. The bridge is made of wrought iron, pin-connected, and riveted throughout, making it one of the few remaining bridges of its era. Further, while this bridge was a relatively small project for Morison, it remains one of the few surviving Morison bridges of this distinctive configuration. Notable features are the deep lattice portal bracing, mid-height horizontal beam in the end panels and cast-iron decorative details, like the date plate. Lane County, Oregon, USA.
    AJH_221116_1787.jpg
  • The new Sauvie Island Bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The original Parker truss bridge (green paint, background) built in 1950 with a 200ft (61m) main span, was replaced with this tied-arch design with a 360ft (110m) span, after cracks were discovered in 2001. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1762.jpg
  • The new Sauvie Island Bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The original Parker truss bridge (green paint, background) built in 1950 with a 200ft (61m) main span, was replaced with this tied-arch design with a 360ft (110m) span, after cracks were discovered in 2001. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1760.jpg
  • The new Sauvie Island Bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The original Parker truss bridge (green paint, background) built in 1950 with a 200ft (61m) main span, was replaced with this tied-arch design with a 360ft (110m) span, after cracks were discovered in 2001. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1756.jpg
  • The new Sauvie Island Bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The original Parker truss bridge (green paint, background) built in 1950 with a 200ft (61m) main span, was replaced with this tied-arch design with a 360ft (110m) span, after cracks were discovered in 2001. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1757.jpg
  • The new Sauvie Island Bridge being delivered down the Willamette River to the construction site. The new bridge was assembled in Portland and floated down the Willamette River and Multnomah Channel, then guided into position alongside the old 1950 bridge on December 28, 2007. The new bridge was opened in 2008. Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT). Portland Oregon USA.
    AJH_071228_1753.jpg
  • The new Sauvie Island Bridge, spanning the Multnomah Channel, was opened in 2008.  This tied-arch design with a 360ft (110m) span replaced the original 1950 Parker truss bridge with a 200ft (61m) main span, after cracks were discovered in 2001.  Contractor: Max J Kuney Construction Company; Owner: Oregon Department of Transportation (ODOT).
    AJH_221012_1279.jpg
  • The Astoria-Megler Bridge (1966) spans the mouth of the Columbia River between Astoria, Oregon and Point Ellice near Megler, Washington. The bridge type is a steel cantilever through truss, designed jointly by the state highway departments of Oregon and Washington. Construction was started in 1962 and completed in 1966. Total length: 4.1 mi / 6.5km.
    AJH_121224_0137.jpg
  • Ship passing the Astoria-Megler Bridge (1966) spans the mouth of the Columbia River between Astoria, Oregon and Point Ellice near Megler, Washington. The bridge type is a steel cantilever through truss, designed jointly by the state highway departments of Oregon and Washington. Construction was started in 1962 and completed in 1966. Total length: 4.1 mi / 6.5km.
    AJH_081227_2567.jpg
  • Fuengirola River Pedestrian Bridge, named Puente de la Armada Española (Bridge of the Navy) is a cable-stayed pedestrian bridge over the Rio Fuengirola on the Costa del Sol in Spain.  Cable-stayed, reinforced concrete footbridge completed in 2006. Designed by FHECOR Consulting Engineers.
    AJH_080118_1252.jpg
  • Bicycle commuter view of Portland landmarks: US Bancorp Tower, Made in Oregon Sign, and Old Town Tower, from a bicycle on the Burnside Bridge in Portland Oregon.
    bicycle-commuter-burnside-bridge-por...jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2208.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2206.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2195.jpg
  • Snow-Reed Bridge (1925) is the oldest bridge in Fort Lauderdale, and the last operational swing span bridge surviving in South Florida. In 1989, 64 years after construction, it was designated a historic landmark and renamed from the Southwest 11th Avenue Bridge to Snow-Reed Bridge, for the two mayors whose terms spanned its 1924-5 construction. The bridge spans the North Fork of the New River and was constructed on the north-south alignment of SW 11th Avenue, connecting the neighborhoods of Riverside and Sailboat Bend. The structure is a Warren Pony Swing Metal Truss – the Pony part being simply a through truss that lacks overhead cross-bracing between the top chords. Nice cantilevered sidewalks appear to have been added at some point. The bridge has no practical vertical clearance, while it obstructs a navigable river, so an on-site bridge operator is required 24/7. A one-year major renovation ending in 2010 added a new octagonal-shaped bridge tender control house while retaining and restoring the original bridge tender’s house. Notable also is this old bridge’s vulnerability to sea-level rise; its swing mechanics are set just inches above sea water tide levels, so the mechanics are repeatedly submerged in salt water. Broward County, Florida, USA.
    AJH_230123_2189.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1628_MA.jpg
  • Richardson Bridge (1912) is a rare example of a double-intersection Warren through truss design. A Warren truss (or equilateral truss) utilizes equilateral triangles in its truss geometry for ultimate weight-saving efficiency. This bridge has been moved twice, but remaining within Oregon. Originally built in 1912 over the Crooked River in Crook County, it was relocated in 1956 to a crossing of the Siuslaw River in Lane County, and finally, in 1986, relocated to its current location in West Eugene and converted to a pedestrian-bicycle crossing of Amazon Creek for the Fern Ridge Trail. Partial dismantling for the 1956 and 1986 relocations saw the original rivet fasteners being replaced with modern-era high strength bolts. Notable is the absence of upper lateral bracing. Lane County, Oregon, USA.
    AJH_221115_1621_MA.jpg
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