Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 eBook

This eBook from the Gutenberg Project consists of approximately 18 pages of information about Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910.

Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 eBook

This eBook from the Gutenberg Project consists of approximately 18 pages of information about Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910.

The arrangement of grades and tracks in the approaches and in Sunnyside Yard would require the introduction of too much detail to be taken up here, but will be dealt with in the paper on the Sunnyside Yard.

It was recognized from the inception of the project that the tunnels under the East River would be the most difficult and expensive section of the East River Division.  The borings had shown a great variety of materials to be passed through, embracing quicksand, coarse sand, gravel, boulders, and bed-rock, as well as some clayey materials. (See Plate XIII.) The rock was usually covered by a few feet of sand, gravel, and boulders intermixed, but, in some places, where the rock surface was at some distance below the tunnel grade, the material met in tunneling was all quicksand; the nearest parallels in work previously done were some of the tunnels under the Thames, particularly the Blackwall tunnel, where open gravel was passed through.  Before the plans for the East River tunnels were completed, work had been resumed, after many years’ interruption, in the old Hudson River tunnels between 15th Street, Jersey City, and Morton Street, Manhattan, and sand materials were passed through for a short distance.  These experiences satisfied nearly all the engineers in any way connected with the work that the shield method was the most suitable for the East River tunnels, and the plans for the work were based on its adoption. (See Plate XII for cross-sections, etc.) Other methods, as stated by General Raymond in the introductory paper, were advocated, particularly caisson constructions and the freezing process, the latter being urged very strongly, and, when proposals were invited, in October, 1903, bidders were informed that alternative methods would be taken into consideration.

Bids were received and opened on December 15th, 1903.  Only one bidder proposed to carry out the work on the basis of unit prices, but the prices were so low that the acceptance of the proposal was deemed inadmissible; no bid based on caisson methods was received; several offers were made to perform the work by the shield method, in accordance with the plans, for a percentage of its cost, and one was submitted, on a similar basis, covering the use of the freezing method.  The firm of S. Pearson and Son, Limited, of London, England, submitted a proposal for building the tunnels by the shield method, on a modification of the percentage basis, and as this firm had built the Blackwall tunnel within the estimates of cost and was the only bidder having such an experience and record in work in any way similar to the East River tunnels, negotiations were continued between that firm and the railroad company.

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Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 from Project Gutenberg. Public domain.