Show Navigation

Search Results

Refine Search
Match all words
Match any word
Prints
Personal Use
Royalty-Free
Rights-Managed
(leave unchecked to
search all images)
{ 78 images found }

Loading ()...

  • 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
  • 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_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
  • 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
  • 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
  • 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_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_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_2190.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
  • 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
  • A modern cargo ship passes the decayed wood and iron skeleton of a wreck on the shores of Sauvie Island near Portland, Oregon.  Columbia River, USA.
    AJH_180923_4539.jpg
  • The decaying wood and iron skeleton of a shipwreck on the Sauvie Island shore of the Columbia River near Portland, Oregon, USA.
    shipwreck-one-columbia-river.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
  • 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 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
  • 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
  • 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_0135.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
  • 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
  • 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
  • Hand-painted canvases depicting salmon stretch as far as the eye can see along the banks of the Willamette River at the Oregon Trout Portland Triathlon, sponsored by The Freshwater Trust. Photo: 23 August 2009.  The Freshwater Trust is a not-for-profit organization that works to preserve and restore freshwater ecosystems through water health and fish recovery, under the Clean Water & Endangered Species Acts.
    AJH_090823_0423.jpg
  • Hand-painted canvases depicting salmon stretch as far as the eye can see along the banks of the Willamette River at the Oregon Trout Portland Triathlon, sponsored by The Freshwater Trust. Photo: 23 August 2009.  The Freshwater Trust is a not-for-profit organization that works to preserve and restore freshwater ecosystems through water health and fish recovery, under the Clean Water & Endangered Species Acts.
    AJH_090823_0455.jpg
  • This image, "Ebb Tide, Columbia River, Astoria" was previsualized.  But what wasn't anticipated was the constant rain.  Working in the pre-dawn darkness, I had to hold an umbrella with one hand while setting up tripod and camera with the other.  The Astoria-Megler Bridge (4.1 mi / 6.5km long) spans the mouth of the Columbia River between Astoria, Oregon and Point Ellice near Megler, Washington. Construction was started in 1962 and completed in 1966.
    ebb-tide-columbia-river.jpg
  • Portland downtown Tom McCall Waterfront Park and Willamette River make a stunning setting for the Portland Triathlon, sponsored by The Freshwater Trust. The Freshwater Trust is a not-for-profit organization that works to preserve and restore freshwater ecosystems through water health and fish recovery, under the Clean Water & Endangered Species Acts.  The swim leg of the triathlon, shown here, started in ideal conditions and beautiful late summer sunshine. Photo: 23-AUG-2009
    willamette-river-portland-downtown.jpg
  • Portland downtown Tom McCall Waterfront Park and Willamette River make a stunning setting for the Portland Triathlon, sponsored by The Freshwater Trust. The Freshwater Trust is a not-for-profit organization that works to preserve and restore freshwater ecosystems through water health and fish recovery, under the Clean Water & Endangered Species Acts.  The swim leg of the triathlon, shown here, started in ideal conditions and beautiful late summer sunshine. Photo: 23-AUG-2009
    willamette-river-portland-oregon.jpg
  • The Freshwater Trust Oregon Trout Portland Triathlon started in ideal conditions, under beautiful fall sunshine, on the Willamette River in downtown Portland.  23 August 2009.  The Freshwater Trust is a not-for-profit organization that works to preserve and restore freshwater ecosystems through water health and fish recovery, under the Clean Water & Endangered Species Acts.
    Willamette-River-and-Salmon-Flags.jpg
  • Fremont Bridge (1973) at night, reflected in the Willamette River with Portland's downtown skyline beyond.  With a main span of 383m (1,255ft), the Fremont Bridge has the longest span of any bridge in Oregon.
    fremont-bridge-night-reflection-port...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
  • 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_7070.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
  • 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
  • This solitary rock about a mile off the Bay of Zihuatanejo is known by various names: La Piedra Solitaria, Roca Negra and Rock of Chequetan.  It is an important navigation aid to mariners and local fishermen, and a popular dive site amongst sport divers. Zihuatanejo, Mexico.
    La Piedra Solitaria Zihuatanejo.jpg
  • Navigation buoy and stacked pallets on the Columbia River, Astoria, Oregon.  Dawn 30-second exposure at f/16.  Nikon F4, 20mm/2.8.  Fuji Velvia RVP 50.  Singh-Ray ND and ND grad filters.   Rendered in black & white using Nik Silver Efex Pro and Photoshop CS5.
    buoy-and-stacked-pallets-astoria.jpg
  • Navigation buoy and stacked pallets on the Columbia River, Astoria, Oregon.  Dawn 30-second exposure at f/16.  .Nikon F4, 20mm/2.8.  Fuji Velvia RVP 50.  Singh-Ray ND and ND grad filters.   Rendered in black & white using Nik Silver Efex Pro and Photoshop CS5.
    buoy-and-stacked-pallets-columbia-ri...jpg
  • Rock of Chequetan, cloud and lone fisherman at sunrise, Zihuatanejo, Mexico.
    rock-of-chequetan-zihuatanejo.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
  • 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
  • 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
  • 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
  • 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 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 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_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_1280.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 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
  • 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
  • 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
  • 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_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 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_1758.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_1755.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_1281.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_1276.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_1273.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_1270.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_1272.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_1277.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_1269.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
  • 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_2291.jpg
  • Wave-washed Saint George Reef Lighthouse (12km distant), the only thing not in motion in a gale-lashed Pacific Ocean off the coast of northern California near Crescent City. The light marks the outer extents of a treacherous bank of shoal areas, rocks and breakers, about 3nm wide by 6.5nm out to sea, named "Dragon Rocks" by Sir Francis Drake and now "St George Reef" on current navigation charts. The location for the lighthouse was selected in 1865 after numerous notable losses, but construction was not completed until 1892 due to the obvious logistical and weather challenges. The most expensive lighthouse ever built in the USA. Manned and operated until 1975, when it was replaced by a nearby floating navigation light. The lighthouse was finally abandoned in 1995. Seen here from Point Saint George, in a rare view between fronts in an early winter storm. Very challenging getting any photograph at all in such fierce conditions of salt spray, rain and gale! Del Norte County, California, USA.
    saint-george-reef-lighthouse-gale.jpg
  • Midnight at Stonehenge, Maryhill, Washington.  Navigation warning lights on wind turbines dot the ridge near Goldendale in the background.  Nikon D700, AF Nikkor 14mm f/2.8D ED.
    Midnight-at-Stonehenge-Washington.jpg
  • Flood tide, cold, calm and raining.  I post watch and helm remotely from the warmth of the cabin, surrounded by the marvels of modern navigation.  The crew sleeps deeply.  2.8 knots of fair current helps deliver Riva to Shilshole Bay Marina, Seattle.  Aboard J/46 Riva, with Scott Campbell and Nelson Rolens.  2014 Swiftsure International Yacht Race, Victoria, British Columbia, Canada.  Olympus Tough TG-1.
    AJH_20140525_P5250604.jpg
  • Facebook
  • Twitter
x

Andrew Haliburton

  • ...more Images / Search / Buy
    • All Galleries
    • Search
    • Cart
    • Lightbox
    • Client Area
  • Buy Calendar
  • Portfolio
  • About
  • Contact