Engineering contracts and specifications . ve of the standards of strength and resilience here named for water pipe metal. S^pecijications for Water Pipe. Dimensions and Weight of Pipe.—The pipe shall be ofthe kind usually known as Hub and Spigot, and in generaleach straight pipe shall be about twelve feet in length from thebottom of the hub to the end of the spigot. No straight pipeswill be received that will lay less than 11 feet 8 inches; but itis understood that not more than two per cent, of the totalnumber of pipes required in each class may be lo feet or morein length, produced by prope


Engineering contracts and specifications . ve of the standards of strength and resilience here named for water pipe metal. S^pecijications for Water Pipe. Dimensions and Weight of Pipe.—The pipe shall be ofthe kind usually known as Hub and Spigot, and in generaleach straight pipe shall be about twelve feet in length from thebottom of the hub to the end of the spigot. No straight pipeswill be received that will lay less than 11 feet 8 inches; but itis understood that not more than two per cent, of the totalnumber of pipes required in each class may be lo feet or morein length, produced by properly cutting off in a lathe a defect-ively cast spigot end. The form and dimensions of the huband spigot ends of all pipes and castings shall be subject to theapproval of the Engineer, when specific drawings therefor arenot furnished by him, and shall conform accurately in shapeand dimensions to all drawings that may be furnished by himfrom time to time. (See accompanying figure for these dimensions for the standard water pipe.). The weights and dimensions of the straight pipes shallconform to the figures in the following Table, it being stipu- 204 ENGINEERING SPECIFICATIONS. lated that the same may be modified at any time hereafter bythe Engineer: TABLE OF WEIGHTS AND DIMENSIONS OF STRAIGHT PIPE. 5^ 0 H W H 0 Stan dard ?t ^ H 0 > o o P sr wS. 3* re weight of ^ti| ^S p 3 »io. dditionfor eaclaying : 0> 0 a0 P Ol re p re pr 3 re (0 3 0 pipe laying12 feet. p 0 >^ re re n —? .•^cnj 3* 0 •5 re n<* .:;• ? 30 l-K •c•5 1 from Stanor each inch 0ength than 12 to standard wt inch of grength than 12 0 (J a re SreP Hhrt re n in. r * tn i 55- in. inches. in. inches. lbs. lbs. lbs. lbs. pounds. pounds. 36 A iJi 38J^ 7-i6toJ^ 4A 492 3 6,o8i 5,727 51 41 36 B iKs 38J^ 7-16 to J^ 4% 444 5,328 3 5,488 5,168 47 37 36 C I 38J^ 7-16 to J^


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