Laserfiche WebLink
�?CV/Sed 0vrt <br />Added Comber <br />Piagill if notes <br />'re/ol�'ny 1he�e/a <br />s�� 3-io-62 <br />winoved nal-1 <br />abort Oil <br />"Tons ewej a 8/0 b <br />cast ✓f "�sfo,/ <br />9-it-f3 J�v <br />U UTEO "tJI <br />UVISEC 11(iL 119-11 F <br />UITE IM U06MI1,1111. Si ; <br />IALLt ; TITLE tL0(K; <br />j A1►EO 1I )JDTEi <br />EJJ <br />L=Lenyth of Soon 28 <br />Type of Soon A B D <br />J <br />O` tle — #7 n <br />0 $ Length — .37-0 <br />Size"" <br />Length <br />0 Xp — 7_0„ <br />o Slze — `7 <br />h ,o L ength — 7 ' 0'� <br />tV &Xc - 3 =6'� <br />` Size fop 7 <br />0 ®a Length 30L OO 23 -,i <br />11 <br />Size 8`7 <br />O .a Length 20' O" /7-0" <br />aXe 4 , o„ ¢ _o„ <br />Slze 7 7 <br />o 4111° Length /6' O" /3 O"' <br />© Xf 6 -O" 6 ' O'" <br />T==Thickness of Slob /5 <br />Clearance to mo/n : 2 <br />reinforcing <br />Ultimate dead load <br />deflection I I Spon ' ' OZ � <br />BAR SPL ICE L ENGTH <br />Bar Size #4 #5 #6 *7 # 8 #9 410 #// <br />All bars, except top bars 18 " 23 " 27" 3211 36 " 4/ " 5/ "" 5711 <br />in spans over 26' <br />Top bars in spans over 26' 26" 32" 38 "" 4 5" 51" 58 "" 72" Ili <br />NOTES <br />Splices in top main bars to be located near center of spon. <br />Sp/ices in bottom main bars to be located near bent <br />Spacing of a// transverse bars is measured along I roadway <br />Skew 00 to 200 Place a// transverse bars parallel to bent <br />Stop tronsverse bars 6 "" from cap. <br />Skew over 20 ° Place transverse slab bars perpendicular to <br />bridge . <br />t <br />// 1 • 1 <br />O O DIST COUNTY ROUTE POST MILES TOTAL PR0.1EC •No • •�rL I T• <br />L /4 <br />e sv <br />C II <br />L ao � L Q <br />Adi <br />CA MBER D/A GRA M <br />TOTAL SLAB DEFLECT/ON DUE TO DEAD LOADS <br />The total deflection will be reached about 4 years after <br />fo/sework removal. For values at time of fa/sework removal <br />divide those shown by 4. <br />The amount of camber for construction will be determined <br />by the Engineer. <br />■ + <br />'314 L = 2/ L = 28314 L = zl E Abutment <br />D S an .B Span D Span f <br />IF Abutment p I Bent `Z_ _ # F Bent <br />4 b or choirs 1 3IF + trans verse l v <br />� A butment <br />� 4 18 and 4 Vo t longitudinally. <br />1a , Ah <br />-- -- <br />' *5 Distribution steel /2 <br />Bent cop required on <br />�c spans L = /6" to 241 , <br />I <br />' @,0 Sporn <br />LONGITUDINAL SECTION <br />@,0,5pGn <br />@,0 Span — 6 �" */0 cont. <br />® D Span <br />Edge of slob D Span— <br />r <br />I I <br />1 r, <br />w <br />Xc I__ f Span <br />�Xb T_ Bent <br />r � <br />Xc <br />Xb <br />REINFORCEMENT -TOP OF SLAB <br />@,0 Span - FE Bent ©B Span ® B Span— - T_ Beni ©D Span <br />a <br />0,0 Span0,0 Span f B Spon— /O cont. Edge of slobQD Spon— 6— <br />t 1 <br />r <br />r I - ► <br />Xe 1-I <br />Xf ` 1 Xf <br />y �e <br />REINFORCEMENT- BOTTOM OF SLAB <br />�o D Spon- <br />Main s� <br />reinf. <br />6"" 6"" 6"" 6 `" <br />2`"c% <br />'/O Cont. <br />groovedrip <br />5`" <br />(Transverse slab reinf. <br />EDGE OF SL A B <br />Q E TAIL <br />Curb and roiling not shown <br />E Abutment <br />00 Span — <br />2 /2 <br />l *4 bar-- <br />4p <br />BAR CHAIR DETAIL <br />CORRECTIONS BY <br />NO CHANGES <br />f� <br />[A" !� ;� - <br />I <br />5 Note.• Transverse Points, if used, <br />/ to be located at Ii <br />�—� V4 point of span <br />\r� I and longitudinal joint to be <br />�" located at edge of traffic /ones <br />unless otherwise permitted by <br />=�— the Engineer. <br />Reinforcement continuous through joint. <br />D / NAL OR <br />TRANSVERSE <br />- <br />SL A B CONSTRUCTION JOINTA <br />f- A butment <br />Abutment front face <br />L /4 - <br />/ poi a or ® bars <br />i� <br />O edge of slob <br />*7 top and bottom of slab <br />OB TUSE CORNER DE TA IL <br />10/70 Iral , W/PPv�s�d to /,, 7%le .11o1e o�Co/�r•�4 - <br />19%/- 4.1' <br />SLAB DETAILS- 3 SPANS <br />/ V A NG ' and AL TERNA T/ VE BRIDGE <br />POST DRAWING of <br />- - - - _..:Irhiii, II ,!!II, MILE No. <br />—�IJi Jlli_I L.IVY II_II_iV,l il._Ili lug, _V i_ i �.v <br />J II YLI II _:I�.,,�:I d.,..,I"II <br />'� <br />I iLlill Jl bull IIYYI 11:ilYlhdi b:n,o:i'a�: ��61 i I ' Iu I:J�IV tl.IB P: e0 111 d�:llud n�J V�.I lliil idi I� Lile II � '' � I, '.' r" �., ��. '�: � I' � '� .'I I I � � �� � � WVIIII:niJullJndd6ad0.i:ululihlaln:Ill:illw8116ulldllj:i: idIllVllullldllll wlluJllllfiidltlVid�IIIIIIII�iyr:tl,dllnJioilldliJlV,hLJuil,i iiJIIIIIIIoirLIJIuJIJu l6 „llllldll IrlIIIuIIiItlY.YYl:dIlII161d'lu6illu IIIIW IJII JI <br />III <br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE I APPROVAL RECOMMENDED BY DATE SHEET <br />PROJECT VAN ALLEN ROAD No. T TOTAL <br />s <br />4- ¢ �. ��. ¢� ��- - C 0 U N T Y 0 F S A N J 0 A Q U I N --- --- -- - - - -- -- -- - - - - - ----- -- <br />'.,�` . _ DRAW <br />ING N 0 • BRIDGE NO. / <br />. "�.: ,T' - / ' sscsx� <br />y iSF P G'i F! ! !'�IAI ._ T J C <br />a <br />a <br />I <br />- �- - - STATE -115 <br />------------------ <br />r <br />k <br />