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[quote]QUOTE: Originally posted by mudchicken Jim White: Keep your day job. You'll never make it as a railroader. 49CFR213.109(b)(3) and 49CFR213.109(c) says that's just fine for 10 MPH track. You clearly do NOT understand how the angle bar and bolts work (as in the logic behind the design of the system distributing the load)... The local roadmaster is probably doing the best he can with what budget he has and still manages to keep things rolling. [(-D][(-D][(-D] [/quote] I wouldn't want to be a railroader, but I kinda like your day job (impressing forum members by insulting others). I bet you think the ties are in mint condition too, and that tie plate is at the proper angle for 10 mph traffic too, eh ChickyMud?? You need to lay off the creosote and pull your head up out of the "Book of Uncommon Sense". Books with codes are no different than law books, and as the adage goes, "The law's an ***"! [;)][;)][;)]
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