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 21
... foot in the mile , the current is very rapid , varying with the different stages of water , in an ordinary season , from three miles an hour to eight . The bed of the river , the sand bars and the substratum of the bottom lands are ...
... foot in the mile , the current is very rapid , varying with the different stages of water , in an ordinary season , from three miles an hour to eight . The bed of the river , the sand bars and the substratum of the bottom lands are ...
Page 25
... town the southern bluff follows a tolerably regular course . The channel has continued for an indefinite time at the foot of the bluff , in front of the city , but material changes have taken place 4 THE KANSAS CITY BRIDGE . 25.
... town the southern bluff follows a tolerably regular course . The channel has continued for an indefinite time at the foot of the bluff , in front of the city , but material changes have taken place 4 THE KANSAS CITY BRIDGE . 25.
Page 32
... foot span ; with a maximum descending grade of 42.24 feet in a mile , it passes through the bluff in a clay cut 72 feet deep , and then passes down along a rock cut in the west side of the bluff to the depot grounds in the West Kansas ...
... foot span ; with a maximum descending grade of 42.24 feet in a mile , it passes through the bluff in a clay cut 72 feet deep , and then passes down along a rock cut in the west side of the bluff to the depot grounds in the West Kansas ...
Page 36
... foot or two of deposit . The current was but little less rapid than in the middle of the channel , and was far too strong to allow of any exten- sive operations being carried on within it . It was therefore thought necessary first of ...
... foot or two of deposit . The current was but little less rapid than in the middle of the channel , and was far too strong to allow of any exten- sive operations being carried on within it . It was therefore thought necessary first of ...
Page 37
... foot posts with the drills , raised on either side of it . The posts sank by their own weight through the thin layer of sand , and were at once made fast by working the drills two feet into the rock ; they were then well braced together ...
... foot posts with the drills , raised on either side of it . The posts sank by their own weight through the thin layer of sand , and were at once made fast by working the drills two feet into the rock ; they were then well braced together ...
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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...