River Construction

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River Construction     Mississippi River Channel Stabilization. Modern-day revetment. Close-up of completed revetment at Island 63 Bar (Miss. approximate river mile 638 AHP. Underwater revetment is of articulated concrete mattress; upper bank paving is rip rap stone. This type of revetment has proven most durable, and in the final analysis most economical.
River Construction Mississippi River Channel Stabilization. Modern-day revetment. Close-up of completed revetment at Island 63 Bar (Miss. approximate river mile 638 AHP. Underwater revetment is of articulated concrete mattress; upper bank paving is rip rap stone. This type of revetment has proven most durable, and in the final analysis most economical.

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River Construction     U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Goldbottom, Ms. Revetment,left bank Mississippi River, Mile 388. End of pull of articulated concrete mattress up the slope to above the water line. Government Plant and hired labor. August 27, 1964.
River Construction U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Goldbottom, Ms. Revetment,left bank Mississippi River, Mile 388. End of pull of articulated concrete mattress up the slope to above the water line. Government Plant and hired labor. August 27, 1964.

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River Construction     U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Goldbottom, Ms. Revetment,left bank Mississippi River, Mile 388. Start of pulling operation of articulated concrete mattress to above water line. Government Plant and hired labor. August 27, 1964.
River Construction U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Goldbottom, Ms. Revetment,left bank Mississippi River, Mile 388. Start of pulling operation of articulated concrete mattress to above water line. Government Plant and hired labor. August 27, 1964.

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River Construction     U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Goldbottom, Ms. Revetment, left bank Mississippi River, Mile 388. Tying off mat puller to inshore edge of articulated concrete mattress preparatory to pulling leading edge of mattress well above water line. Government Plant and hired labor. August 27, 1964.
River Construction U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Goldbottom, Ms. Revetment, left bank Mississippi River, Mile 388. Tying off mat puller to inshore edge of articulated concrete mattress preparatory to pulling leading edge of mattress well above water line. Government Plant and hired labor. August 27, 1964.

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River Construction     U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Ozark, Arkansas-Mississippi. Right Bank, Mississippi River, mile 570, AHP. Articulated concrete mattress sinking operations. Mat pulling rig. View from deck of mat boat. Operation being directed by foreman standing in left center of photo. Government Plant and Hired Labor.  November 2, 1960.
River Construction U. S. Army Engineer District, Vicksburg, Ms., Bank Protection. Ozark, Arkansas-Mississippi. Right Bank, Mississippi River, mile 570, AHP. Articulated concrete mattress sinking operations. Mat pulling rig. View from deck of mat boat. Operation being directed by foreman standing in left center of photo. Government Plant and Hired Labor. November 2, 1960.

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River Construction     Mississippi River Channel Stabilization. Mattress-sinking plant with “fingers” extended in first launch of a concrete mattress. Fair Landing, Ak., approximate river mile 633.
River Construction Mississippi River Channel Stabilization. Mattress-sinking plant with “fingers” extended in first launch of a concrete mattress. Fair Landing, Ak., approximate river mile 633.

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River Construction      Mississippi River Channel Stabilization. Placing asphalt upper bank paving at Henrico, Ak., approximate river mile 600. Asphalt was placed by derrickboat. Dressing was done by hand labor, using rakes.
River Construction Mississippi River Channel Stabilization. Placing asphalt upper bank paving at Henrico, Ak., approximate river mile 600. Asphalt was placed by derrickboat. Dressing was done by hand labor, using rakes.

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River Construction     Mississippi River Channel Stabilization. Placing asphalt paving on upper bank, Henrico, Ak., approximate river mile 600. Derrickboat in foreground placing asphalt; derrickboat on bank smoothing and spreading asphalt.
River Construction Mississippi River Channel Stabilization. Placing asphalt paving on upper bank, Henrico, Ak., approximate river mile 600. Derrickboat in foreground placing asphalt; derrickboat on bank smoothing and spreading asphalt.

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River Construction     Mississippi River Channel Stabilization. First two launches of articulated concrete mattress have been assembled on the old steam plant and are being lowered to the subaqueous river bank. Tennessee Chute, Memphis, Tn.
River Construction Mississippi River Channel Stabilization. First two launches of articulated concrete mattress have been assembled on the old steam plant and are being lowered to the subaqueous river bank. Tennessee Chute, Memphis, Tn.

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River Construction     Mississippi River Channel Stabilization. Completed revetment at Chute of Island 8, Ky., approximate river mile 914. The articulated mattress on the upper bank was placed over a 4’’ thick gravel blanket.
River Construction Mississippi River Channel Stabilization. Completed revetment at Chute of Island 8, Ky., approximate river mile 914. The articulated mattress on the upper bank was placed over a 4’’ thick gravel blanket.

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River Construction     Mississippi River Channel Stabilization. Placing articulated concrete revetment on the upper bank at Oldtown, Ak., approximate river mile 645. Slabs of mattress were stacked at the water line and then pulled up the bank to the form a single layer.
River Construction Mississippi River Channel Stabilization. Placing articulated concrete revetment on the upper bank at Oldtown, Ak., approximate river mile 645. Slabs of mattress were stacked at the water line and then pulled up the bank to the form a single layer.

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River Construction     Mississippi River Channel Stabilization. Lap-slab paving being placed by derrickboat at Huffman, Ak., approximate river mile 826 AHP.
River Construction Mississippi River Channel Stabilization. Lap-slab paving being placed by derrickboat at Huffman, Ak., approximate river mile 826 AHP.

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River Construction     St. Francis River Basin Project- Missouri and Arkansas. Excavation of a section of new channel for the St. Francis River below Birdeye, Ak. Earth removed in excavation was shaped into a levee.
River Construction St. Francis River Basin Project- Missouri and Arkansas. Excavation of a section of new channel for the St. Francis River below Birdeye, Ak. Earth removed in excavation was shaped into a levee.

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River Construction    Levee Construction of Little River Diversion Channel and Levee, near Nash, Mo., Euclids, Northwest Dragline, and bulldozer engaged in construction work.
River Construction Levee Construction of Little River Diversion Channel and Levee, near Nash, Mo., Euclids, Northwest Dragline, and bulldozer engaged in construction work.

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River Construction     Mississippi River Channel Stabilization, Memphis, Tn., approximate river mile 738.5. Dredging of the pilot cut for a new navigation channel along the length of Mud Island (Memphis, Tn.) is in progress by the cutterhead dredge Diesel in the foreground. White areas on both sides of Wolf River are dredge spoil which will raise the land above flood stage. Along the newly cut right bank, grading units of the Memphis District revetment fleet prepare the upper bank for riprap paving, and the subaqueous bank for the placing of articulated concrete revetment. The portion of Mud Island at left of the channel will be removed after the new channel is completed and put into use. The new navigation channel will afford a favorable approach to a new bridge to be constructed and three existing bridges across the Mississippi at Memphis.
River Construction Mississippi River Channel Stabilization, Memphis, Tn., approximate river mile 738.5. Dredging of the pilot cut for a new navigation channel along the length of Mud Island (Memphis, Tn.) is in progress by the cutterhead dredge Diesel in the foreground. White areas on both sides of Wolf River are dredge spoil which will raise the land above flood stage. Along the newly cut right bank, grading units of the Memphis District revetment fleet prepare the upper bank for riprap paving, and the subaqueous bank for the placing of articulated concrete revetment. The portion of Mud Island at left of the channel will be removed after the new channel is completed and put into use. The new navigation channel will afford a favorable approach to a new bridge to be constructed and three existing bridges across the Mississippi at Memphis.

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River Construction     Mississippi River-Improvement Dredging.  Jackson Pt.-Sunflower Cut-offs. Aerial view downstream from upper end of Sunflower Cut-off, showing completed upper portion of cut in foreground. Dredge Lake Fithian in background, at Station 51+00.
River Construction Mississippi River-Improvement Dredging. Jackson Pt.-Sunflower Cut-offs. Aerial view downstream from upper end of Sunflower Cut-off, showing completed upper portion of cut in foreground. Dredge Lake Fithian in background, at Station 51+00.

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River Construction     Mississippi River Levees. Levee construction by tail and tower method. Ensley, Tn. (Memphis Harbor).
River Construction Mississippi River Levees. Levee construction by tail and tower method. Ensley, Tn. (Memphis Harbor).

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River Construction     St. Francis River Basin Project, Missouri-Arkansas. Levee construction by tail and tower method. Machine is “topping out”. Madison to Marianna (Ar.) levee and floodway.
River Construction St. Francis River Basin Project, Missouri-Arkansas. Levee construction by tail and tower method. Machine is “topping out”. Madison to Marianna (Ar.) levee and floodway.

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River Construction     Mississippi River Channel Stabilization. Launching a willow fascine mattress 997’ long. Approx. river mile 730.7, Memphis,Tn. This was a point at which strong currents were anticipated. The fascine mattress was covered with articulated concrete mattress about two years later for additional protection.
River Construction Mississippi River Channel Stabilization. Launching a willow fascine mattress 997’ long. Approx. river mile 730.7, Memphis,Tn. This was a point at which strong currents were anticipated. The fascine mattress was covered with articulated concrete mattress about two years later for additional protection.

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River Construction     Mississippi River Channel Stabilization. Mattress weaving plant construction fascine matterss of willow poles and brush. Sunflower Landing, Ms.
River Construction Mississippi River Channel Stabilization. Mattress weaving plant construction fascine matterss of willow poles and brush. Sunflower Landing, Ms.

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River Construction     Mississippi River Channel Stabilization. Mattress plant and fascine barge- constructing a 250’ mattress at Sunflower Landing, Ms.
River Construction Mississippi River Channel Stabilization. Mattress plant and fascine barge- constructing a 250’ mattress at Sunflower Landing, Ms.

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River Construction*     Upper Mississippi River, probably near Dubuque, Ia., 1890. Placing willow matts by loading them with rock, preventing scour.
River Construction* Upper Mississippi River, probably near Dubuque, Ia., 1890. Placing willow matts by loading them with rock, preventing scour.

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River Construction     Mississippi River Channel Stabilization. The head of the completed willow fascine mattress has been released from the mooring barge. The mattress is being loaded with stone to sink it to the subaqueous bank. This was a point at which strong currents were anticipated. About two years later the fascine mattress was covered with articulated concrete mattress for additional protection. Approximate river mile 730, Memphis,Tn.
River Construction Mississippi River Channel Stabilization. The head of the completed willow fascine mattress has been released from the mooring barge. The mattress is being loaded with stone to sink it to the subaqueous bank. This was a point at which strong currents were anticipated. About two years later the fascine mattress was covered with articulated concrete mattress for additional protection. Approximate river mile 730, Memphis,Tn.

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* From the Way Collection

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