I do apologise to my many friends for going AWOL lately. I will this time not go into the personal details, suffice to say that I have ended up taking some rather disagreeable medication!
Meanwhile, the natives have been getting restless... but not revolting I should say... and I must admit so was I... although yes, perhaps I am?! A little bit of Spring sunshine, and a touch of gentle nagging persuaded me (yeah, yea!) to drag the little engine out for the first trips of the season on the line.
Most of the gang came over, and had a grand old time... following which; a young Mr. T., in his own inimitable style, gave me some (very firm) instructions on when and how I should go about extending the railhead...
Of course, who am I to argue?!
Digging has started on the final section of straight path (stabilisation mat and slate chippings) to Mr. O's potting shed, and the first cut of the top curve.
Progress is painfully slow - at only two or three (at most) shovels full, plus a sit down and rest in between... but I am steadily getting through it!
This curve is going to be utterly wicked at a mere four and a half feet radius, and as I look at it forming up I keep hearing the words of "Bomber Harris" saying:
"It's never been tried... so we shall see"!
Despite all the sage advice stating that for five inch gauge, an absolute minimum radius should be not less than ten feet, I'm afraid that we, at five and three quarters of an inch, only have a maximum of twelve available across the entire plot to turn round in! I am slightly reassured by the knowledge that the original Horwich Works system was laid out, and it's rolling stock was designed to negotiate curves of
thirteen feet. That turns out to be pretty much "on the money" here, for when scaled down that equates (after much checking and re-checking) to four feet seven inches.
Whew! That leaves just enough room for our overhanging elbows and knees at the transition on either side!
Before tackling all that however, the first priority is to finish off Mr. O's path - and the slightly awkward junction section.
The problem with the latter is that while I am more that content with the peculiar (and now well proven) arrangement of fitting rails to the geometric matting - at least along the straights and relatively gentle curves, I am really not sure that the material stands any chance of surviving much more than five minutes on such a sharp turn?! I rather think that laying more conventional (and quite heavy section) sleepers in hard ballast would be most advisable for the loop.
I am taking a risk, for the sake of neatness, of running the first transition on the slate path, so another touch of "wait and see" here, and have installed another section of brown, quarry tile "fence" across the formation (as previously used with the points and station area) to deal with the different type and depth of ballast required.
Not so far to go now before Mr. O., can finally walk on firm ground right up to his shed - although it still feels like an exhausting mile away!
Pete.