The Kansas City Bridge: With an Account of the Regimen of the Missouri River, and a Description of Methods Used for Founding in that RiverD. Van Nostrand, 1870 - 140페이지 |
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36 페이지
... truss bracing , and bound together by long iron rods built into the solid timber of the bottom and sides ; the whole was thoroughly caulked , and valves were provided for admitting or excluding the water . * After it had served its ...
... truss bracing , and bound together by long iron rods built into the solid timber of the bottom and sides ; the whole was thoroughly caulked , and valves were provided for admitting or excluding the water . * After it had served its ...
40 페이지
... false bottom , built in radial sections , suspended at the centre from a light truss overhead , secured by inclined * This caisson is shown on Plate III . braces and folding wedges . Under it were placed three 40 THE KANSAS CITY BRIDGE .
... false bottom , built in radial sections , suspended at the centre from a light truss overhead , secured by inclined * This caisson is shown on Plate III . braces and folding wedges . Under it were placed three 40 THE KANSAS CITY BRIDGE .
47 페이지
... trusses resting upon the piles were placed above the caisson , trans- versely with the stream , which carried the eight long screws already used at Pier No. 1. On the 12th of November the first section of the caisson was lifted from the ...
... trusses resting upon the piles were placed above the caisson , trans- versely with the stream , which carried the eight long screws already used at Pier No. 1. On the 12th of November the first section of the caisson was lifted from the ...
49 페이지
... trusses above the platform were taken down , and everything not absolutely needed was removed to a place of safety . About the same time a fourth section was added to the caisson ; it was in all respects similar to the third section ...
... trusses above the platform were taken down , and everything not absolutely needed was removed to a place of safety . About the same time a fourth section was added to the caisson ; it was in all respects similar to the third section ...
54 페이지
... truss built into the middle of it . The timbers of the inclined walls were thoroughly stayed by iron bolts binding them to the outer walls , and the cross - walls were strengthened by rods connecting their upper timbers ; the interior ...
... truss built into the middle of it . The timbers of the inclined walls were thoroughly stayed by iron bolts binding them to the outer walls , and the cross - walls were strengthened by rods connecting their upper timbers ; the interior ...
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bank bearing begun bluff boats bolted bottom chord bottom land braces built caisson Cameron Railroad carried cast-iron centre channel City and Cameron coefficient of friction Company completion crib cross-walls cutting edge dead load deposit depth derricks diver draw rest dredges driven elevation end posts engine excavation extended false-works February February 16 feet long filled with beton fixed spans floating foot span foundation four friction iron Joseph Railroad KANSAS CITY BRIDGE laid length low-water lower chord machinery masonry material miles Mississippi Mississippi River Missouri River moving load navigable nearly North Missouri Railroad North quarter Deflection panel pile-driving pivot pier placed plank plans pounds protection pump riprap rods roofing pitch sand bar scour secured shore silt sinking square inch steamboat stone strains stream sunk superstructure taken timber tion trestle truss upper chord walls weight width wrought-iron yards
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11 페이지 - ... above extreme high-water mark, measuring to the bottom chord of the bridge, and the piers of said bridge shall be parallel with the current of the river...
11 페이지 - That if any bridge built under this act shall be constructed as a drawbridge, the same shall be constructed as a pivot drawbridge, with a draw over the main channel of the river at an accessible and navigable point, and with spans of not less than one hundred...
3 페이지 - KANSAS CITY BRIDGE (THE). With an Account of the Regimen of the Missouri River and a Description of the Methods used for Founding in that River. By O. Chanute, Chief Engineer, and George Morrison, Assistant Engineer.
11 페이지 - That any bridge constructed under this act, and according to its limitations, shall be a lawful structure, and shall be recognized and known as a post-route, upon which, also, no higher charge shall be made for the transmission over the same of the mails, the troops, and the munitions of war of the United States than the rate per mile paid for the transportation over the railroads or public highways leading to said bridge...
124 페이지 - ... shall keep good and sufficient causeways or other adequate facilities for crossing the same ; and said railroad shall not be so constructed as to prevent the public from using any road, street or highway along or across which it may pass, and when said railroad shall be built across any navigable stream said company shall erect a bridge sufficiently high on which to cross, or shall construct a draw-bridge ( the Missouri river excepted) so that in no case shall the free navigation of such stream...
11 페이지 - Act and subroad. an p°s ject to its limitations shall be a lawful structure, and shall be recognized and known as a post route, upon which also no higher charge shall be made for the transmission over the same of the mails, the troops, and munitions of war of the United States than the rate per mile paid for the transportation over the railroad or public highways leading to the said bridge...
125 페이지 - September, 1908, that they call a meeting of the stockholders for the purpose of electing a board of directors. This...
123 페이지 - Denver," and by that name shall have perpetual succession, may sue and be sued, plead and be impleaded...
12 페이지 - And be it further enacted, That any company authorized by the legislature of Missouri may construct a bridge across the Missouri River, at the city of Kansas, upon the same terms and conditions provided for in this act.
11 페이지 - That any bridge built under the provisions of this act may, at the option of the company building the same, be built as a draw-bridge, with a pivot or other form of draw, or with unbroken or continuous spans...