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Seattle Traction Co. electric pile driver, 1899
1. Seattle Traction Co. electric pile driver, 1899
Pile driver, probably on the Olympic Peninsula
2. Pile driver, probably on the Olympic Peninsula
Pile drivers, Olympia, Washington, ca. 1889
3. Pile drivers, Olympia, Washington, ca. 1889
Pile driving in the City Waterway, Tacoma, Washington, ca. 1889
4. Pile driving in the City Waterway, Tacoma, Washington, ca. 1889

Pile drivers at work on the glacier plains at Mile 20 in the vicinity of Alaganik, March 17, 1908
5. Pile drivers at work on the glacier plains at Mile 20 in the vicinity of Alaganik, March 17, 1908
Section through corbel and creosoted pile cut off too close to the water. Pile and corbel both attacked
6. Section through corbel and creosoted pile cut off too close to the water. Pile and corbel both attacked by Limnoria, where water stood from wave-slop. Creosoted shell of pile not attacked
Salmon Spawning Grounds, Pile River, Bristol Bay Region
7. Salmon Spawning Grounds, Pile River, Bristol Bay Region
Keegan's Trap Net Support.
The cables are anchored at each end, the slack being taken up by block
8. Keegan's Trap Net Support.
The cables are anchored at each end, the slack being taken up by block and tackle. The support is gotten up for the purpose of holding trap nets on reefs and places where piling cannot be driven, but can also be used on any kind of a location.
At the end of the season, the piling can be taken up without much difficulty and placed on the beach in the vicinity of the location, where they can be scraped and painted or tarred, and used again for several seasons.
This is a great advantage, as, at the present time the life of a pile is about two years. Every ten feet on the web in the lead and hearts, a shove-down pole is made fast and from the bottom of the pole on each side a guy line leads down through a block at the foot of the pile, and is made fast ont he pile above high water. The shove-down pole is also made fast at the top to the cable.
At the corners of the hearts, pots and spillers, three piling are placed in position, so as to support the cross cables.
The weights and anchors can be made of boulders or any material having sufficient weight for the purpose. The weight of the anchors and foot weights, and the distance and spread of the piling, will depend upon the location and current

Culvert construction underneath the Northern Pacific Railway showing a steam-powered pile driver on the
9. Culvert construction underneath the Northern Pacific Railway showing a steam-powered pile driver on the tracks, Dieringer, June 15, 1911
Men working on pile drivers, May 30, 1903
10. Men working on pile drivers, May 30, 1903
Log pile at Northwest Portland Cement Co., Grotto, n.d.
11. Log pile at Northwest Portland Cement Co., Grotto, n.d.
West and East superintendants congratulating on muck pile at the Pioneer Tunnel and Mill Creek Shaft
12. West and East superintendants congratulating on muck pile at the Pioneer Tunnel and Mill Creek Shaft breakthrough, May 1, 1928

Road construction showing pile driver on trestle bridge near Index, August 12, 1911
13. Road construction showing pile driver on trestle bridge near Index, August 12, 1911
Coal pile, John J. Sesnon Co., October 28, Nome, 1907
14. Coal pile, John J. Sesnon Co., October 28, Nome, 1907
Robertson pile raft, Seattle, 1899
15. Robertson pile raft, Seattle, 1899
Creosoted pile attached by Limnoria where pile was dapped for attaching ribbing
16. Creosoted pile attached by Limnoria where pile was dapped for attaching ribbing

Cross-section of pile, showing thin treatment through which Xylotrya penetrated to interior of pile
17. Cross-section of pile, showing thin treatment through which Xylotrya penetrated to interior of pile
Creosoted pile cut off too close above the water. Limnoria attacking top of pile and the corbel. High
18. Creosoted pile cut off too close above the water. Limnoria attacking top of pile and the corbel. High water point is indicated by the barnacle line
Disintegration in concrete jacket placed on pile previously covered by battens and paint. Pile attacked
19. Disintegration in concrete jacket placed on pile previously covered by battens and paint. Pile attacked by Limnoria where covering have failed. Most of the concrete jackets in this pier were good
Groty of Mya in two years on 1-100 of an acre of a barren flat. The small pile at the right represents
20. Groty of Mya in two years on 1-100 of an acre of a barren flat. The small pile at the right represents the size and volume of the seed clams planted. The larger pile is eight times the volume of the smaller.
Experiments by D. L. Belding, Mass. Fish and Game Com.
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