Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 - The New York Tunnel Extension of the Pennsylvania Railroad, - The North River Division. Paper No. 1151 by Charles M. Jacobs
page 22 of 34 (64%)
page 22 of 34 (64%)
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Cement used (concrete and grout), | | |
in barrels | 95,000 | 145,500 | 33,000 Concrete, in cubic yards | 95,000 | 75,400 | 18,500 Dynamite for blasting, in pounds | 600,000 | 100,400 | 206,000 Brickwork, in cubic yards | | 4,980 | Structural steel (including Pier 72), | | | in pounds | 50,000 | 3,141,000 | 1,475,000 ------------------------------------------+---------+-----------+---------- The number of passengers carried on the Elevated Railroad and surface lines of Ninth Avenue during the underpinning of these structures was about 125,000,000. The Board of Engineers, organized by the Pennsylvania Railroad Company in January, 1902, immediately took up the matter of route and grade. The center line, which had been assumed as the center line of 32d Street extended westward, was slightly changed. The grade adopted was approximately 2% descending westward from Ninth Avenue, which would place the tunnel well below the Government dredging plane of 40 ft. below mean low water at the pier head line; thence westward on a lighter grade still descending until the deepest portion of the river was reached where the top of the rail would be about 90 ft. below mean high water, this location giving sufficient cover over the tunnels to insure stability and guard against the possibility of shipwrecks settling on the tunnels. From this point to the portal an ascending grade of 1.30% was adopted, which gave the lines sufficient elevation to cross over the tracks of the New York, Susquehanna and Western and the Erie Railroads, which run along the westerly base of the Palisades. Owing to the exigencies of construction, these grades in the |
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