. The street railway review . NORTH NOBLESVILLE. The first two have each a single span of 104 ft. and the last has twospans of 150 ft. each. At Fall Creek, near Indianapolis, will be astone arch bridge with three 70-ft. spans and a total length of 250ft.; this structure is not yet completed, and the company is usingtemporarily another route for entrance to Indianapolis. The longestbridge is that over the Wabash River at Logansport; this has a totallength of ft., there being 13 spans of 75 ft. each and two of. Total 234,656 Rural population ; 278,,000 STANDARD CONORETE ARCH—PE


. The street railway review . NORTH NOBLESVILLE. The first two have each a single span of 104 ft. and the last has twospans of 150 ft. each. At Fall Creek, near Indianapolis, will be astone arch bridge with three 70-ft. spans and a total length of 250ft.; this structure is not yet completed, and the company is usingtemporarily another route for entrance to Indianapolis. The longestbridge is that over the Wabash River at Logansport; this has a totallength of ft., there being 13 spans of 75 ft. each and two of. Total 234,656 Rural population ; 278,,000 STANDARD CONORETE ARCH—PENNSYLVANIA R. K. TRESTLE IN BACK-GROUND. 30 ft. each, all of the deck plate girder type. The longest bridgestructure is a pile trestle across the filter of the .American Straw-board plant at Noblesville. There being a state statute prohibit-ing the Strawboard company from turning the waste water fromits plant directly into the river, this waste is delivered to a largepond, and after purification by settling, escapes to the river through Dec 20, 1904.] STREET RAILWAY REVIEW. 947 a sluiceway. The length of the pile trestle across the pond andadjacent low ground is ft.; the spans are 16 ft. each. All bridges were designed according to Coopers 1901 specitica-tions for electric railways. The dead load to consist of the weightof the structure itself. The live load is assumed to consist of is added. A variation of 150° F. in tcnipciaturc is presumed. Oncurves the centrifugal force of cars is assumed to act 5 f


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Keywords: ., book, bookcentury1800, bookdecade1890, booksubjectstreetrailroads