Concrete Cutting Cutter Medfield MA Mass Massachusetts

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Medfield Massachusetts Concrete Cutting and Core Drilling

Concrete forms should be built as in Fig. 25. Remove the forms as soon as the concrete will withstand its own weight without bulging, and proceed as per directions given on this page (Fig. 25). Keep moist for several days and protect from the sun. The above measurements may be varied to suit local conditions. Each year dairymen are realizing more and more the necessity of improving and changing their methods in order to produce milk which contains fewer bacteria than that of their neighbor or competitor. A number of factors enter into the accomplishment of this result. It is stated by experienced dairymen that the material of which the barn is made is of the most vital importance, for this may be the breeding place of germs. With the use of concrete this question is solved, because a building so constructed offers no chance for the germs to nest. If one goes a step further and constructs the floors, concrete troughs, stalls and other fixtures all of concrete, perfect hygienic conditions are realized, and the road is clear to securing germ-proof milk. Many designs of feeding concrete troughs have been used, but most of them are objectionable from a hygienic standpoint. A concrete feeding concrete trough, shown in section in Fig. 26, is similar to the concrete trough developed after considerable study by the well-known dairy expert, Mr. S. L. Stewart, and used by him at Somers Center, N. Y., and elsewhere. This design has a high front end, slanting instead of straight, in order to avoid scratching and bumping it with the carts and to keep them out of the drain in front. Use the sane design of forms for the slanting front as that shown in the figure, except place the bottom of the form 8 inches in from the vertical. Make the inside of the concrete trough at the center either on a level with the top of the finished floor or about 2 inches above it, and give it a slope Of 3 inches in 50 feet in order to readily drain the water at the lower end. �Some of the features which this concrete trough incorporates are: The front of the concrete trough is low so that it does not catch the breath of the cow, and still is high enough to prevent the material from being spilled out unnecessarily. Only a minimum amount of water need be run into the concrete trough, and still it will be deep enough to allow the cattle to drink freely. The concrete trough is of such a width that the least amount of material is apt to be thrown out of the concrete trough by the cattle. The following costs of concrete troughs are figured from actual data taken by a contractor on a job in New York. These values checked almost exactly with those given by another contractor in a different section of the country. The comparison was made possible, of course, by assuming that the unit cost of material and labor the same for both jobs, thus placing them on the same basis. A concrete trough such as is shown in Fig. 26 contains about 3/2 cubic feet of concrete per running foot of concrete trough. It should be made with one part granulated Portland Cement to two and one-half parts clean, coarse sand, to five parts of stone, and finished with a one-inch coat of one part granulated Portland Cement to one and one-half parts of sand.