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pr <br /> i' <br /> ART ANDERSON TASK: FAGOS001 DATE: 08/10/2017 <br /> ASSOCIATES TITLE: PREP:ADT <br /> VALUE BEYOND ENGINEERING Certified Machine Foundation Drawings <br /> 202 Pacific Avenue <br /> Bremerton,WA 98337 <br /> 360-479-5600 /www.artanderson.com Supporting <br /> Calculations <br /> the requirements are translated into meaningful desct d ed T ove was ii d to assign and rank....he <br /> design data,These design data are then compared Dl's. More information concerning the DI can be <br /> with the existing condition data, and a floor slab found in TM 5-822-6/AFM 88-7,Chap, 1,Table 5- <br /> design is evolved,The design procedure covers sub- I shows the DI's for various traffic volumes.Thick- <br /> grade conditions,steel reinforcing,and various de- ncss requirements for floor slabs which contain only <br /> tails such as jointing, temperature reinforcement for the ten "DI's are <br /> shown in figure 5-1, The floor-slab thickness <br /> 5-2. Floor slab loads.. requirements am a function of concrete strength and. <br /> a. Traffic <br /> ments of different types of vehicles and traffic vo_ axle loads greater than 25 kips are treated <br /> lames, all Category I, II, and III traffic has been separately. The required slab thickness for <br /> expressed in terms of equivalent operations of a pavements designed for these loads are not <br /> basic axle loading.The basic loading was assumed significantlyaffected by vehicles having axle loads <br /> to be an 1 8,000-pound single-axle Toad with two less than 25kips (trucks, ears, buses, and small <br /> sets of due)wheels spaced 58-.112 inches apart with forklifts),"(hese light loads arc therefore ignored in <br /> 13-1/2 inches between dual wheels, It should he determining requirements for pavements carrying <br /> noted that the basic loading was arbitrarily selected axle loads greater than 25 kips. The thickness <br /> to provide a reasonable spread in the loadings and requirements far these loads are shown in figure 5-2, <br /> traffic volumes likely to be encountered under <br /> noimel conditions.A design index(Dl)was devised <br /> Tale 5-1.Traffic categories for design index <br /> Maximum Operations Design <br /> Per Day Over 25 Years Load Index <br /> 50 10-kip axle-load forklift truck 4 <br /> 250 10-kip axle-load fbrklif truck 5 <br /> 10 15-kip axle-load forklift truck <br /> 250 10-kip axle-load forklift truck 7 <br /> 100 15-kip axle-load forklift truck <br /> ' 50 15-ki axle-load forklift truck 8N <br /> 5 5--ip ax e-ea forklift truck <br /> 5-1 <br /> Final Calcs 4 OF 5 \ <br />