. The Street railway journal . Section A-B. FIG. 5 There is no abrupt hump to catch the inside of vehicle tiresas in the dotted-line drawing. The rail used was a 6-in.,60-lb. T-rail, 6 in. x 8 in. x 7 ft. ties placed 30-in. centers,as fully shown in the accompanying drawing. The trackdrain used is shown in Fig. 3. The standard sections that Mr. Weber has recommended Street Railway Journal FIG. 6.—CROSS-SECTION OF TRACK AND DRAIN stone he would use ties from 24-in. to 27-in. centers. Inconcrete we will soon have to go to steel at from 4 ft. to 5 a good concrete base. The accompanying dr
. The Street railway journal . Section A-B. FIG. 5 There is no abrupt hump to catch the inside of vehicle tiresas in the dotted-line drawing. The rail used was a 6-in.,60-lb. T-rail, 6 in. x 8 in. x 7 ft. ties placed 30-in. centers,as fully shown in the accompanying drawing. The trackdrain used is shown in Fig. 3. The standard sections that Mr. Weber has recommended Street Railway Journal FIG. 6.—CROSS-SECTION OF TRACK AND DRAIN stone he would use ties from 24-in. to 27-in. centers. Inconcrete we will soon have to go to steel at from 4 ft. to 5 a good concrete base. The accompanying drawings,Figs. 4, 5 and 6, which are the Fort Wayne & WabashValley Traction Companys standard form of construction,embody his ideas for this class of work. December 14, 1907.] STREET RAILWAY JOURNAL. CAR WITH SIDE RODS IN PITTSBURG Some interesting tests have recently been conducted inPittsburg by John Murphy, general superintendent of thePittsburg Railways Company, on the lines of that road, todetermine the relative economy of a four-
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Keywords: ., bookcentury1800, bookdecade1880, booksubjectstreetr, bookyear1884
