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45 KIP OUTRIGGER ON 18"x18" PADS @ 15'-0" O.C. <br />12 <br />11 <br />10 <br />z <br />LL 9 <br />0 <br />IL <br />r 8 <br />Q 7 <br />V .. <br />uNNr � 6 <br />LU <br />V 5 <br />J <br />O 4. <br />U. <br />O <br />_ 3 <br />W 2 <br />\� 1 <br />f►1� <br />tf <br />■ <br />■ <br />■�■ <br />for 2'-0" <br />at <br />each <br />end <br />of each <br />slab. <br />ge <br />11 Strands�• <br />Nil <br />0 <br />�� <br />1 <br />� <br />� <br />I• <br />���.� <br />i <br />�/ice <br />�,.�..� <br />0 <br />14 16 18 20 22 24 26 28 30 32 34 36 38 <br />! O SIMPLE SPAN (ft) <br />GENERAL NOTES: <br />1.) A minimum cover depth of nine inches is required. <br />2.) Simple Span is centerline of bearing to centerline of bearing. <br />3.) Knee walls are required at all manhole and vent openings. <br />4.) Interpolation between strand contours is acceptable. DO NOT extrapolate beyond the bounds of this chart. <br />5.) Soil cover is assumed to be uniform. <br />6.) Except as noted, soil cover unit weight is assumed to be 120 pcf. <br />7.) Minimum span length = 14'-0". <br />8.) The values shown on this chart are in compliance with IBC 2015 & ACI 318-14. <br />4 <br />1117/17 MANUFACTURERS OF PRESTRESSED CONCRETE • TACOMA, WASHINGTON 11 <br />