Scientific American Supplement, No. 384, May 12, 1883 by Various
page 22 of 136 (16%)
page 22 of 136 (16%)
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about three-quarters of a mile above the upper pier, and at what was
formerly the Chute a Biondeau, is rather strong. These difficulties can be easily overcome--the former by building an embankment from the pier to Brophy's Island, the latter by removing some of the natural dam of rock which once formed the "Chute." The following are, in round numbers, the quantities of the principal materials used: Earth and puddle in embankment ...cub. yds. 148,500 Rock excavation, " 38,000 Riprap, " 6,600 Lock masonry " 14,200 Rubble masonry, " 16,600 Timber in cribs, lock bottoms and gates " 368,000 Wrought and cast iron, lb ................. 173,000 Stone filling cu yds ...................... 45,300 Concrete " 830 The total cost to date has been about $570,000, not including surveys, engineering, etc. The contractors for the canal, locks, etc., were Messrs. R. P. Cooke & Co., of Brockville, Ont., who have built some large works in the States, and who are now engaged building other extensive works for the Canadian Government. The work here reflects great credit on their skill. On the enlarged Grenville Canal, now approaching completion, there are five locks, taking the place of the seven small ones built by the Imperial Government. It will be open for navigation all through in the |
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