NEW YORK DIVISION BULLETIN - NOVEMBER, 2003
The Bulletin
New York Division, Electric Railroaders’ Association Vol. 46, No. 11 The Bulletin Published by the New York Division, Electric Railroaders’ Association, Incorporated, PO Box 3001, New York, New York 10008-3001. For general inquiries, contact us at era@inch.com. Editorial Staff: Editor-in-Chief: Bernard Linder News Editor: Randy Glucksman Contributing Editor: Jeffrey Erlitz Production Manager: David Ross
©2003 New York Division, Electric Railroaders’ Association, Incorporated
In This Issue: East Belt Line — History and Track Plan ...Page 2
November, 2003
IND REACHED CHURCH AVENUE 70 YEARS AGO Note: Publication of this article was delayed from October due to space considerations. The IND was extended 3.79 miles from Bergen Street to Church Avenue 70 years ago, October 7, 1933. Unlike the other original IND lines that are entirely in the subway, the Smith Street-Prospect Park Line crosses the Gowanus Canal on a high elevated structure to avoid digging a deep tunnel under the steep hill east of the Gowanus Canal. Instead, the engineers planned an alignment that includes a high bridge across the Gowanus Canal, the highest station on the transit system, Smith-9th Street — 87.5 feet from the street to the base of rail — and a tunnel that follows the contour of the street above. Grades encountered by a southbound F train on its rollercoaster trip are as follows: • Carroll Street to Smith-9th Street: +3.15% — portal is south of the Carroll Street station • Smith-9th Street to 4th Avenue: -2.85% — portal is at the south (east) end of the 4th Avenue station • 4th Avenue to 7th Avenue: -3.1% for 673 feet, then +3.1% (the 4th Avenue station, on a low structure, is approximately 31 feet lower than 7th Avenue, which is in the subway) • 7th Avenue to 15th Street-Prospect Park: almost level • 15th Street-Prospect Park to Fort Hamilton Parkway: -2.56% to –3.0% The elevated structure in the vicinity of Smith-9th Street is different from most other elevated structures. The steel girders are not visible; they are covered with concrete. Track construction is identical to the Type IIM 1
(Modified) track in the IND subway. Wood ties are set in a concrete invert. A fourth or fifth tie, 9’6” long, holds both running rails and the third rail. Other ties are short and do not cross the invert. Type IIM track has the longest life expectancy. Because it is difficult to remove the snow from a concrete deck, the BMT preferred Type III, basic open deck elevated track fastened to a structural steel member. With Type III track, the snow does not accumulate, but falls between the ties to the pavement below. The designers were able to avoid placing columns in the middle of Fourth Avenue, a wide street, by supporting the structure with an arch. Work was completed on January 9, 1931.
CONSTRUCTION PROGRESS REPORT Construction proceeded rapidly as shown in the following table: CONTRACT DELIVERED
99% COMPLETE
Tunnel Construction Smith Street — Baltic Street to 4th Place
May 11, 1928
February, 1931
9th Street—4th Place to 4th Avenue
March 28, 1930
June, 1932
9th Street — 4th Avenue to Prospect Park West
May 12, 1928
February, 1931
9th Street and Prospect Park West to Windsor Place
January 15, 1929
February, 1931
Prospect Park — Prospect Park Southwest to Terrace Place
November 10, 1928
February, 1931
(Continued on page 3)