Transactions of the American Society of Civil Engineers, Vol. LXX, Dec. 1910 - Final Report of Special Committee on Rail Sections, Paper No. 1177 by Various
page 11 of 17 (64%)
page 11 of 17 (64%)
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[Sidenote: Weight] "7. The weight of the rail shall be maintained as nearly as possible, after complying with the preceding paragraph, to that specified in the contract. "A variation of one-half of one per cent. from the calculated weight of section, as applied to an entire order, will be allowed. "Rails will be accepted and paid for according to actual weight. [Sidenote: Length] "8. The standard length of rail shall be 33 ft. "Ten per cent. of the entire order will be accepted in shorter lengths varying by 1 ft. from 32 ft. to 25 ft. "A variation of 1/4 in. from the specified lengths will be allowed. "All No. 1 rails less than 33 ft. shall be painted green on both ends. [Sidenote: Finishing] "9. Care shall be taken in hot-straightening rails, and it shall result in their being left in such condition that they will not vary throughout their entire length more than four (4) in. from a straight line in any direction for thick base sections, and 5 in. |
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