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JI <br />20'-6" 40' 40' <br />STRUCTURE 'X - -- --�- <br />�on� <br />3/4" Standard Expansion Joints—*'! <br />- _ Ap eccch f ad acen' Pav't. is Concrete <br />PLAN VIEW SHOWING <br />CONCRETE PAVEMENT <br />APPROACH SLAB <br />5 ADJACENT PAVEMENT <br />3/4" Expansion Joint <br />HALF SECTION HALF SECTION <br />SHOWING REINF. STEEL SHOWING REINF STEEL <br />IN BOTTOM OF SLAB IN TOP OF SLAB <br />CONCRETE PAVEMENT <br />APPROACH SLAB <br />Standard Concrete 24 pcs per 12 ft. lane <br />Pavement ReinforcementNo. 8 X 20'-0' Bar Steel <br />"Reinforcement Q 6` C:C <br />21/2° Conc. Pavement Surface <br />IL 7 <br />2" 3° 6�66' 6 6"_ 66 6 6' 6- 3" <br />Metal chairs to adequately 2--# 4 transverse steel spacer <br />suapart Reinforcement SECTION "X" -"X' bars -2' C: C. May be placed <br />Steel SHOWING REINFORCEMENT STEEL either parallel to Structure <br />end(os shown above) or at <br />AND POSITIONING DETAILS right angles to Rdwy. CE. <br />APPROACH SLAB <br />-20'-6"— 40 _ 40 <br />�onc.Pav't <br />STRUCTURE 1pprcacn <br />--S ab <br />Adjacent Pavement <br />t Cocs r _lo:rt <br />Aux.. ,,,.y Lonne <br />I <br />3/4" Expanson <br />o nt <br />3 ST r.Jcrd xaaoson <br />Jan c 'e �-vement <br />PLAN VIEW <br />CONCRETE PAVEMENT <br />APPROACH SLAB <br />WITH AUXILIARY LANE <br />& ADJACENT PAVEMENT <br />ESTIMATE QUANTITIES FOR VARIOUS SKEWED <br />STRUCTURE <br />APPROACHES (ONE END ONLY, <br />24 FOOT WIDTH PAVEMENT <br />Angle <br />Concrete i Concrete Co e.e i Bor Slee! Bar Seel <br />of <br />Pavement Pavement'Pi2m n' 48 ' s. SPncer B^_rs <br />l a f r r :.4 8 x 20'-d 4 <br />Skew <br />Sq. {c . cs'� Yards — eau. s <br />0° <br />54 7 18.2 2,563 156 — <br />!5° <br />63.2 211 63.2 152 <br />30' <br />73.2 24.4 '3 2 80 <br />45° <br />86.7 239 S67 220� <br />60° <br />110.1 357 n3 3, <br />GENERAL NOTES- <br />. - ::f S' -._r., <br />Sc aa,rons d the applcaol ovsons. <br />Standard Concrete rete 1c1da ^y1 <br />Paveme R nforcement ' '� r -:oe occr oon <br />6 <br />J. <br />r t <br />�. <br />3ase '_„terse <br />VOTE S:ze, cr_^c B s,ro"ng <br />SECTION "A—�Aof sree� �n pcve-rear S -e <br />fOr ,-•R" <br />SHOWING REINFORCEMENT STEEL a5 shows Se -t0, <br />APPROACH SLAB <br />�_. approach Slab 3r4' <br />_ - Expansion Joint with <br />Pavement ! ./4" X 18" Dowel Bars @ 12" CC <br />Bridge Surface <br />Curb t <br />Adlacen! Concrete Project Pavement <br />12 ; r , Pavement �Normal Thickness <br />3/4"Exp .Joint� F i Base Course'- <br />0min. <br />Bridge min — Cost of furnishing and placing <br />Abutment NOTE Details applicable to zither concrete in povement thickening <br />Through or Auxiliary Lanes. shall be included in the price bid <br />for normal concrete adjacent pavement. <br />ELEVATION SHOWING <br />APPROACH SLAB & ADJACENT PAVEMENT <br />TRANSITION DETAILS <br />STRUCTURE APPROACH <br />AND CONCRETE PAVEMENT <br />APPROACH SLAB <br />STATE HIGHWAY COMM/SS10P✓OF WISCONSIN <br />qTCO.N"At^dc•D -0- <br />E D <br />�t I <br />N E �' _ r{_ -q <br />PLATE N0. 2-3.1.3 <br />