Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910 - Reinforced Concrete Pier Construction by Eugene Klapp
page 10 of 10 (100%)
page 10 of 10 (100%)
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of movement of the piles. This secondary platform is particularly
advantageous in the handling of material, as the height of the dock was found to be excessive for passing up brick and cement. For handling material after it is deposited on the dock, an industrial railroad has been built. At the shore end of this railroad, brick and cement are dumped into wagons, in which they are carried up the hill to the house. EUGENE KLAPP, M. AM. SOC. C. E. (by letter).--The injury done to the piers, as reported by Mr. Payne, is not to be wondered at. The pier was primarily built for a yacht landing, and, on account of the shoal water conditions, excepting at extreme high tide, it was mostly to be used by tenders and launches from larger yachts. It was thought that at high water the large steam yachts might be able to come alongside. Provision was not made for tying up to the dock a heavily loaded brick scow and allowing it to remain there through rough weather. The building of the secondary fender piles, during the temporary use of the dock for unloading building material, will doubtless prevent further damage. |
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