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 - 140 pages |
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Page 33
... give the stability needed by the channel piers ; while it was believed that the sand - bar piers , which are rarely exposed to a strong current , might be founded in a way less expensive , though amply secure . It was also feared that ...
... give the stability needed by the channel piers ; while it was believed that the sand - bar piers , which are rarely exposed to a strong current , might be founded in a way less expensive , though amply secure . It was also feared that ...
Page 35
... give a correct idea of the time actually consumed in putting in the substructure of the piers ; the work on some of them was more than once suspended , either on account of the season or to accommodate other work which had momentarily ...
... give a correct idea of the time actually consumed in putting in the substructure of the piers ; the work on some of them was more than once suspended , either on account of the season or to accommodate other work which had momentarily ...
Page 42
... give weight . The caisson was then dropped around Pier No. 1 , and swung into position ; it was handled entirely by lines , made fast to the two draw rests and adjoining piers , no false works being erected at the pier site . It was ...
... give weight . The caisson was then dropped around Pier No. 1 , and swung into position ; it was handled entirely by lines , made fast to the two draw rests and adjoining piers , no false works being erected at the pier site . It was ...
Page 48
... give additional weight , the spaces between the timbers of the upper section were filled with rubble masonry , which was pro- tected from injury by an inside sheathing of thin boards . In order to diminish the external sand friction , a ...
... give additional weight , the spaces between the timbers of the upper section were filled with rubble masonry , which was pro- tected from injury by an inside sheathing of thin boards . In order to diminish the external sand friction , a ...
Page 50
... the first stone being laid on the 20th of May . The pier was at first built up only to an elevation of 108 , it being thought best to give the beton an addi- tional time to harden before exposing it to the full 50 THE KANSAS CITY BRIDGE .
... the first stone being laid on the 20th of May . The pier was at first built up only to an elevation of 108 , it being thought best to give the beton an addi- tional time to harden before exposing it to the full 50 THE KANSAS CITY BRIDGE .
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Common terms and phrases
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
Popular passages
Page 11 - ... 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...
Page 11 - 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...
Page 3 - 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.
Page 11 - 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...
Page 124 - ... 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...
Page 11 - 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...
Page 125 - September, 1908, that they call a meeting of the stockholders for the purpose of electing a board of directors. This...
Page 123 - Denver," and by that name shall have perpetual succession, may sue and be sued, plead and be impleaded...
Page 12 - 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.
Page 11 - 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...