The Location, Construction and Maintenance of RoadsD. Van Nostrand, 1918 - 226 pages |
From inside the book
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Page 1
... bottoms , sharp angles and useless twists , and are graded so they will have good drainage , we may expect them to be bad . Location . It is evident that the road should be as nearly straight between the points it connects as the ...
... bottoms , sharp angles and useless twists , and are graded so they will have good drainage , we may expect them to be bad . Location . It is evident that the road should be as nearly straight between the points it connects as the ...
Page 12
... bottom of the page and read upward . On beginning a survey the chief of party shall see that a proper entry of the Division , county and route , is made upon the label pasted to the inside of the front cover of the note book . Attached ...
... bottom of the page and read upward . On beginning a survey the chief of party shall see that a proper entry of the Division , county and route , is made upon the label pasted to the inside of the front cover of the note book . Attached ...
Page 16
... bottom of the sheet and inked in black . Perpendiculars shall be erected at each even station and inked in black . The even sta- tions and plus distances shall be numbered below the datum line . and the elevations of the present surface ...
... bottom of the sheet and inked in black . Perpendiculars shall be erected at each even station and inked in black . The even sta- tions and plus distances shall be numbered below the datum line . and the elevations of the present surface ...
Page 17
... bottom of the sheet up- ward and so as not to interfere with one another more than is necessary . The station numbers shall be placed directly below the datum line and across the base line . The present ground surface , the elevation at ...
... bottom of the sheet up- ward and so as not to interfere with one another more than is necessary . The station numbers shall be placed directly below the datum line and across the base line . The present ground surface , the elevation at ...
Page 20
... bottom to carry whatever water might penetrate beneath the road from the sides . This stone fill extended the entire width of the road , from shoulder to shoulder , and very deep , wide ditches were provided at each side . There has ...
... bottom to carry whatever water might penetrate beneath the road from the sides . This stone fill extended the entire width of the road , from shoulder to shoulder , and very deep , wide ditches were provided at each side . There has ...
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Common terms and phrases
Abrasion aggregate amount application asphalt average base line binder bituminous bituminous material bonds bottom course bricks broken stone cents cents cents clay coefficient of wear concrete roads construction cost cubic foot cubic yard culverts curb cushion depth desirable distillation drag drain drainage earth roads edges embankment engineers feet filled filler finished French coefficient gallon gilsonite gneiss grade Grahamite gravel gravel roads grout hard hauled heated heavy highway department hydrocarbons Illinois improvements inches joints KOEHRING laid less macadam macadam road mastic metamorphic rocks method miles mineral mixed mixer mixture naphtha obtained paraffin pavement paving petroleum placed Portland Cement pounds properties Public Roads residuum road oils roadbed roadway rock roller rolling sand schists screenings shoulders shovel side ditches sieve slope soft specific gravity square yard subgrade temperature templet thickness top course traffic trench usually viscosity wearing course width
Popular passages
Page 198 - Louisiana Maine Maryland Massachusetts Michigan Minnesota Missouri Montana Nebraska New Hampshire New Jersey "New Mexico New York...
Page 107 - The cement shall not develop initial set in less than 45 minutes when the Vicat needle is used or 60 minutes when the Gillmore needle is used. Final set shall be attained within 10 hours.
Page 108 - The cement shall be stored in such a manner as to permit easy access for proper inspection and identification of each shipment.
Page 117 - Mixtures of native or pyrogenous hydrocarbons and their non-metallic derivatives, which may be gases, liquids, viscous liquids, or solids, and which are soluble in carbon disulphide.
Page 107 - The specific gravity of cement shall not be less than 3.10. Should the test of cement as received fall below this requirement, a second test may be made upon a sample ignited at a low red heat. The loss in weight of the ignited cement shall not exceed 4 per cent.
Page 108 - The cement shall be delivered in suitable bags or barrels with the brand and name of the manufacturer plainly marked thereon, unless shipped in bulk. A bag shall contain 94 Ib. net. A barrel shall contain 376 Ib.
Page 107 - Portland cement is the product obtained by finely pulverizing clinker produced by calcining to incipient fusion an intimate and properly proportioned mixture of argillaceous and calcareous materials, with no additions subsequent to calcination excepting water and calcined or uncalcined gypsum.
Page 117 - ... the application of heat, and which consist of a mixture of hydrocarbons and their derivatives of complex structure, largely cyclic and bridge compounds.
Page 110 - Healdton grade for example, it exists in a form requiring special treatment for its elimination. Oils from the Gulf Field are characterized by relatively high percentages of asphalt and low percentages of the lighter gravity distillation products. Considerable sulphur is present, much of which, however, is in the form of sulphureted hydrogen, and is easily removed by steam before refining or utilizing the oil as fuel. Oils from Wyoming and Colorado are in the main of paraffin base, suitable for refining...
Page 108 - Packages varying more than 5 per cent from the specified weight may be rejected; and if the average weight of packages in any shipment, as shown by weighing 50 packages at random, is less than that specified, the entire shipment may be rejected.