Parks and park engineering . inter-ference on the part of the man in charge of the were made on 4 shovelfuls in 40 seconds, 6 shovelfuls in 60 seconds, 10 shovelfuls in 100 seconds,also, the result being that 5 shovelfuls in 50 seconds gavethe greatest amount of work. By this method, afterdeducting 5 per cent, for waste time, Mr. Parker claimsthat an average laborer can handle 22| cubic yards in a10-hour day. Second. That 4 men, 1 working alone and loading10 yards in a day, 1 working in a gang of 5 and loading12 yards, 1 working in a gang of 10 and loading 15 yards,and 1 worki


Parks and park engineering . inter-ference on the part of the man in charge of the were made on 4 shovelfuls in 40 seconds, 6 shovelfuls in 60 seconds, 10 shovelfuls in 100 seconds,also, the result being that 5 shovelfuls in 50 seconds gavethe greatest amount of work. By this method, afterdeducting 5 per cent, for waste time, Mr. Parker claimsthat an average laborer can handle 22| cubic yards in a10-hour day. Second. That 4 men, 1 working alone and loading10 yards in a day, 1 working in a gang of 5 and loading12 yards, 1 working in a gang of 10 and loading 15 yards,and 1 working in a gang of 30 and loading 22 yards, areequally tired at the end of the day. It is Mr. Parkersopinion that laborers on this class of excavation shouldwork in gangs of 30 men each, subdivided into crews of15, one crew for every cart. Third. Each man is required to count his each 50 seconds he must load 5 shovelfuls, no less, nomore. The claim is made that the counting has a beneficialand stimulating LO o CO 6 PILE DRIVING 107 PILE DRIVING Wooden Piles are generally of spruce, pine or does not possess sufficient elasticity. If they areto be used as columnar piles it is necessary that they beabsolutely straight; if as bearing piles they should be fairlystraight; and in either case of sound timber. The minimumdiameter of the butts is 12 inches and of the tips 8 should be sharpened to a point before driving andsometimes it is necessary to protect the point by an ironshoe. The butts are cut off square and adzed so that awrought-iron band may be slipped on to protect the pilein driving. Piles should be driven until the movement isnot more than one-half an inch under a 1500-pound ramfalling 15 feet on the last blow. Piles are used in park engineering in constructing founda-tions for walls, abutments, spillways, etc. When used infoundations it is better to cap them with concrete than toattempt to construct a timber grillage. The land m


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Keywords: ., bookcentury1900, bookdecade1910, bookpublishere, booksubjectparks