. The Street railway journal . FIG. 7.—CORNER OF LOOP, SHOWING SPARE TRACK AT LEFT,DOWN TRACK OF LOOP IN FOREGROUND RETURNING mixture of 2l/2 to 1. Fig. 14 shows the paving work, and illustrates a finished portion of the track, and also showsthe manner of cast-welding the joints. About 145 lbs. to 150lbs. of iron went into each of these joints. Only the east trackhas been cast-welded, the west being bonded at each joint with. FIG. 9.—DOUBLE-S CURVE ON LOOP OF PORTLAND HEIGHTSLINE, ILLUSTRATING SOME OF THE SPECIAL-TRACK CON-STRUCTION NECESSARY ON THIS DIVISION alignment purposes, with 6
. The Street railway journal . FIG. 7.—CORNER OF LOOP, SHOWING SPARE TRACK AT LEFT,DOWN TRACK OF LOOP IN FOREGROUND RETURNING mixture of 2l/2 to 1. Fig. 14 shows the paving work, and illustrates a finished portion of the track, and also showsthe manner of cast-welding the joints. About 145 lbs. to 150lbs. of iron went into each of these joints. Only the east trackhas been cast-welded, the west being bonded at each joint with. FIG. 9.—DOUBLE-S CURVE ON LOOP OF PORTLAND HEIGHTSLINE, ILLUSTRATING SOME OF THE SPECIAL-TRACK CON-STRUCTION NECESSARY ON THIS DIVISION alignment purposes, with 6 ins. to 8 ins. of new concrete underthe rail to form the girder foundation. The tie rods have %, and are spaced 6 ft. apart. A portion of the track isof the 91-lb. 62-ft. Lorain section, as used in the companysstandard construction, Fig. 10, and the rest, including that illus-
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Keywords: ., bookcentury1800, bookdecade1880, booksubjectstreetr, bookyear1884
