Laserfiche WebLink
i <br />QCvis9(� (.'fit7r f <br />Added caMbOr <br />,01'09io,r, If notes <br />/t/vli'r,y thereto <br />��. 3-i0-62 <br />�PmO✓ems r+of�s <br />Ce <br />7)'ons r.rj S/i b <br />cons ✓t "�sfo,i <br />OEtr<rEo "t��T�J" <br />UVIJ(d STEEL Wtlld� <br />u1TE Ili U*611mw k ; <br />TAM; TITLE UOK; <br />01140 Qtw IJOTE) <br />))AM 1, 0i <br />L=Length of Span 26' - <br />Type of Soon A j B D <br />�` S/ze I <br />$ Length — <br />S/ze -- 7-- <br />,� $ Length <br />1,44 o XP <br />Size _ <br />o Length _. Y?►-Q <br />V aXC <br />size # - > <br />0 ®o Length 28`-O`22=& <br />Size <br />o Length <br />o S/ze .07 - # 7 <br />Qz o Length 15,- 0` 13 - 0" <br />Xf <br />I , <br />r-Thickness of Slob <br />Clearance to moln <br />reinforcing <br />Ultimate dead load 42 - - <br />deflection LW J Span X <br />BAR SPLICE LENGTH <br />Bor Size *4 #5 #6 #7 # 8 -f9 #l0 #ll <br />A ll bars, except top bars 1811 23 27 32 3611 4111 51 5711 <br />in spans over 26 <br />Top bars in spans over 26' 26" 32" 38 4 5" 5/ " 58 72 8011. <br />' <br />`Y <br />NOTES <br />;Splices in top main bars to be located near center of span. <br />Splices in bottom main bars to be located near bent <br />Spacing of all transverse bars is measured along � roadway <br />Skew 0 ° to 20 ° Place all transverse bars parallel to bent <br />Stop transverse bars 6" from cap. <br />(Skew over 20 ° Place transverse slab bars perpendicular to <br />bridge . <br />See, (5.enerot. Plan Sheet No. 7 r`Qr_- _dd t to re//7forcir�9 <br />steel /0y01jt defoi/s . on X f,1t4,Ped section. <br />7 L ��/ 5' L = 261 314 L = /965' f Abutment <br />4� <br />D Span B Span F_ Bent D Span <br />E Abutment ,� .� , <br />4 bar chairs 0 3 + transversely <br />/8 and 4%2 �- longitudinally. <br />�_,i <br />Ok A AO_ Z4\ <br />5 Distribution steel (P 1211 <br />Bent cop required on <br />spans L 46 ' to 2 4 � <br />1 <br />' Do A Span <br />X <br />�1 <br />LONGITUDINAL <br />® A Span <br />© A Spon 6 *l0 coot. <br />r : <br />SECT/ON <br />� D Span <br />Edge of slob D S,00n— <br />'I � I <br />�. X Xc <br />c �`-f Span �, <br />Xb . Bent Bent b <br />C Abutment REINFORCEMENT - TOP OF SLAB <br />e A Span F_ Bent--I <br />ent ©B Span ® B Span T_ Bent ©D Span <br />OA Span— 6" ®A Spon— ' OB Spon */0 coot. Edge of slob ©D Spon — <br />� I <br />Xe �Xe Xe <br />Xf X <br />1 <br />REINFORCEMENT- BOTTOM OF SLAB <br />PROJECT ENGINEER DATE CHECKED BY <br />rJ T — -- <br />1-. F <br />F 5 ' <br />DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE <br />i <br />Qo D Span— <br />t <br />r <br />v v v <br />GIST I COUNTY 1 ROUTE (POST MILES TOTAL PRNEC •"•e* T. <br />s»• • n <br />L /4 <br />L <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 />falsework removal. For values a/ time of fa/sework removal <br />divide those shown by 4. <br />The amount of comber for construction will be determined <br />by the Engineer <br />Main slob s <br />reinf. <br />6111, 6„ 6„ 6 <br />-_- _1- .. 2 <br />*l0 con! <br />"drip groove <br />5 <br />Trons verse slob reinf. <br />EDGE OF SL A B <br />OE TA IL <br />Curb and railing not shown <br />f Abutment <br />® D Span-, <br />i <br />4� "`4 bore <br />BAR CHA IR DE TA IL <br />,)UL 5 i9/3 <br />.-,LIVE 40,40/NG-, HS 20-44 and'ALTERNAT/VE <br />A U I II -_- <br />COUNTY OF SAN JO Q N PLAN SCALE I_ -__NONE_ _ <br />AS BUILT <br />Note: Transverse Points, if us�d, <br />to be located at j i t ,l point n of span <br />and longitudinal joint to be <br />4 l located of edge of traffic lanes <br />unless otherwise permitted by <br />_! the Engineer. <br />Reinforcement continuous through joint. <br />ONGI TUDINAL OR TRANSVERSE <br />SLAB CONSTRUCTION JOINT <br />A 8UILT <br />It <br />ift A butment <br />Abutment front face <br />L /4 <br />low <br />f <br />l' ko►. '� o or ® bars <br />0 edge of slob <br />*7 \__ top and bottom of slob <br />OB T USE CORNER DE TA IL. <br />��vis��i fo Como/r wrlLi lie .fro% oiCo/for•�o4 <br />1 0/70 <br />9RIW <br />NO <br />ShAS DETAILS-3 SPANS� <br />MOLE I DRAWING <br />too. i I I <br />PROJECT SHEET TOTAL <br />�✓i : ` - NO. SHEETS <br />DRAWING N_ . B RI NG,.?y) l 9R 9 426 <br />STATE NO. 29C-229 <br />