Engineering and Contracting . depth of approximately 3 ft. to5 ft. below the ground level. The depth of water at the point of crossing for thebridge proper ranges from 5 ft. to 7 ft. below low the causeway portion the depth ranges from 0 to 3ft. The supporting piles will be driven to a depth of ap-proximately 10 ft. to 12 ft. below the bed of the channel. A typical cross section of the bridge is shown in the il-lustration. The piles will be spaced 7 ft. centers andeach bent will be 25 ft. in length. The plans for thisbridge were prepared by the H. S. Jaudon EngineeringCo., Savannah, G
Engineering and Contracting . depth of approximately 3 ft. to5 ft. below the ground level. The depth of water at the point of crossing for thebridge proper ranges from 5 ft. to 7 ft. below low the causeway portion the depth ranges from 0 to 3ft. The supporting piles will be driven to a depth of ap-proximately 10 ft. to 12 ft. below the bed of the channel. A typical cross section of the bridge is shown in the il-lustration. The piles will be spaced 7 ft. centers andeach bent will be 25 ft. in length. The plans for thisbridge were prepared by the H. S. Jaudon EngineeringCo., Savannah, Ga., and the work is being handled fromtheir Barlow, Fla., office. The structure is to be built forthe Charlotte Harbor Special Road and Bridge District ofDe Soto County, Florida. CONCRETING PLANT FOR CONSTRUCTION OF ROSALIA, WASH., BRIDGES OF C. >I. & ST. P. RY. The Chicago, Milwaukee & St. Paul Ry., last year, com-pleted two single track reinforced concrete viaducts near ^•- >- ? 2- 16- ^^ Sheet Piling Wall. E&C Details of Sheet Piling Wall and Anchor. The bridge will be a reinforced concrete structure of themonolithic beam and slab type supported on concretepiles. It will be approximately 4,700 ft. long with a road-way width of 14 ft., and parapet walls about 4 ft. high. Itwill have a draw span giving a oO-ft. clean opening for Rosalia, Wash., thereby replacing a 60-ft. high, 2, frame trestle. The two bridges are separated by 334ft. of embankment. The easterly structure is composed of a10712-ft. reinforced concrete trestle abutment, a arch span and a 79i2-ft. reinforced concrete
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Keywords: ., bookcentury1900, bookdecade1900, bookpublisherchicago, bookyear19
