Report, Band 5 |
Inhalt
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Andere Ausgaben - Alle anzeigen
Häufige Begriffe und Wortgruppen
Allegany county Allegheny formation amount anticline Bakerstown Barton Big Vein Black shale Bone 1 ft boundary line cars Castleman basin cent Clarion Coal 1 ft Coal and Iron coal bed coal seams Coal Shale Coal Sulphur Consolidation Coal Company Cumberland east Engineer fire-clay FIRE-COAL OPENING Franklin Freeport Freeport coal Friendsville Frostburg Garrett county Geol Georges Creek basin Georges Creek Coal Georges Creek valley grades gravity plane Hill I. C. White inches Kittanning Koontz limestone loaded Lonaconing Lower Freeport macadam magnetic declination Mahoning Maryland Maryland Coal MARYLAND GEOLOGICAL SURVEY MILE NORTH MILES NORTHWEST Mining Company mound Mount Savage mouth observations ONE-HALF MILE outcrop Pennsylvania Piedmont pillars Pittsburg coal Potomac basin Pottsville railroad region road rock Rutledge sandstone Savage river Sections shaft Shale 1 ft Shale ½ Shale Coal side station syncline tipple tons tracks Upper Freeport Upper Sewickley Waynesburg West Virginia Westernport yards
Beliebte Passagen
Seite 523 - Finally, the use of the Baltimore and Ohio railroad and the Chesapeake and Ohio canal, which...
Seite 218 - America, to -which payment well and truly to be made we bind ourselves, our heirs, executors, and administrators, jointly, and severally, by these presents. Sealed with our seals and dated this day of...
Seite 203 - Wisconsin, party of the first part, and , party of the second part. Witnesseth, that the said party of the first part...
Seite 209 - If any unevenness or depressions appear during or after the rolling of the second course, either on the surface of the shoulder or the broken stone, suitable material shall be added to remove all such unevenness or depressions, earth being used on the shoulders and No. 2 stone for the broken-stone surface.
Seite 215 - It is agreed by both parties to this contract that the Engineer shall act as referee in all questions arising under the terms of this contract between the parties thereto, and that the decision of the Engineer in all such cases shall be final and binding upon both alike. It is understood and agreed that said Engineer shall not be the pair!
Seite 214 - THICKNESS The thickness of the second course of broken stone, after thorough rolling, is to be that of the class of macadam construction, specified for any particular place, as described under classes A, B, and C.
Seite 211 - ... weighing not less than ten tons. The amount of water necessary is to be determined by the Engineer. The rolling is to begin at the sides and to continue until the surface is hard and smooth and shows no perceptible tracks from vehicles passing over it. If, after rolling the screenings, the No. 2 stone appears at the surface, additional screenings shall be used in such places. The rolling- and watering shall continue until the water flushes to the surface. The rolling is to extend over the whole...
Seite 209 - If, for any reason, a greater thickness than specified is made by the contractor no extra allowance for such additional thickness will be made. SHOULDERS After the first course has been made as herein described earth shoulders are to be constructed along each side of the road for a width of at least feet as shown on the accompanying plans.
Seite 203 - ... described in the specifications herein contained and in full compliance with the terms of this agreement. In -witness whereof the parties hereto have set their hands the date herein named. of Party of the first part. Party of the second part. WORK TO BE DONE. ESTIMATED QUANTITIES. The following...
Seite 210 - ... of inch to 1 foot. Material for the shoulders must be free from roots, stumps or other vegetable matter and thoroughly compacted by the roller. Material with a proportion of sand, such as prevents it when dry from compacting readily under the roller, is not to be used. No material which is considered unfit for the work by the Engineer is to be used, and where any such is put on the work it shall be immediately removed, upon notice by the Engineer, at the Contractor's expense. SECOND COURSE. The...