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�c•ViJ9Ci C�/A7rt <br />341 PrK <br />Added Camber <br />Dioyrof" -0 notes <br />re/g1in9 thereto <br />J-io-bt <br />Q�mo✓eJ �of�s <br />abort '' lo.��,r or <br />OEl(r�FO 'tJDT�)" <br />�FVi)EC jTE4L ��ACluir <br />WTE Iu Vubrt WIL iCL <br />TAIL4; TITLE &LAK ; <br />AIIFO Wtw IJD(E) <br />0 <br />-Length of Span <br />Type of f Soon A B D <br />ti Size I 7 <br />o Length 37 - 0" <br />S/1 e I _ # <br />Length <br />W X o ® <br />S/z e 1 1`# 7 <br />o <br />Length — 7 = O" <br />3'- 6" <br />o Size I '*7 # 7 <br />®$ Length 30 = O" 23'-4" <br />size I 418 17 <br />o a Length 20 -o' 17'-00 <br />S/ze 417 7 <br />o �° Length <br />r Thickness of Slab /5 <br />Clearance to maln <br />reinforcing <br />Ultimate dead load <br />deflection Le i Span <br />BAR SPLICE LENGTH <br />Bar S/ze *4 #5 *6 #7 # 8 -f9 */0 #/l <br />A ll bars.) except top bars /8" 23" 27" 32" 36 41" 5111 57" <br />in spans over 26 <br />lop bars /n spans over 26 " 26" 32" 38" 4 5" 5111 58" 72„ 80" <br />NOTES <br />Splices /n top main bars to be located near center of span. <br />Splices /n bottom main bars to be located near bent <br />Spacing of al/ transverse bars is measured along � roodway <br />Skew 0 ° to 20 ° Place ail transverse bars parallel to bent <br />Stop transverse bars 6" from cap . <br />Skew over 20'0 Place transverse slab bars perpendicular to <br />bridge . <br />F <br />GIST COUNTY I 1POST111LES ROUTE TOTAL PRO -Ad •"age to'At I NO. � i"[.T• � <br />v v v v v v v v v <br />��a L /4 <br />�t L oo L ao L Q <br />CA MBE? DIA GRA M <br />TOTAL SLAB DEFLECT/ON DUE TO DEAD LOADS <br />The total deflect/on will be reached about 4 years after <br />fa/sework removal. For values at 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 />3 L = ; �" L = _� 314 L - 2% „ f Abutment <br />E <br />D Span B Span It Bent D Span 6'_4.6" 6„ <br />f- Bent 6,2 <br />Abutment --- 2. ..� _ <br />,� c% <br />4 bar choirs O 3 + transversely <br />' Note.' Transverse 'oinks if u <br />* land 4 % /on itud/nal/ . ► s�d,4 (� l82 9 y <br />� to be located at point of span <br />. . . . . . . . . . . . . <br />A.AhMoin slob . * '� , <br />- l0 conk. and longitudinal 'oink to be <br />I located at edge of traffic lanes <br />i * i tri ut/on steel l2" ' 4 "dri groove l_ 5 D s b _� _ 4 p g ^�" unless otherwise permitted by <br />��Bent cap required on 5 r the Engineer. <br />/ 1 <br />spans L = 16 to 24. __,_ Transverse slob reinf. Reinforcement continuous through Joint. <br />TUDINAL SEC T/ON <br />EDGE OF SL A B L ONGI TUDI NAL OR TRANS VERSE <br />LONGI <br />OE TA IL SLAB CONSTRUCTION JOINT <br />b A Spon ®O Span Curb and "roiling not shown <br />A <br />Q Span c A Span 6" */0 cont Edge of slob © D Span-- Qo D Span <br />— <br />IF r , A butment <br />Abutment front face <br />i <br />c \ <br />P 2 <br />xb ,.AT_ Bent f Bent�'� b <br />It- A bu/ment <br />REINFORCEMENT- TOP OF SL A 6? I E Abutment <br />e A Span F_ Bent--- ©B Span - ® B span - f- Bent © D Span <br />OA Sp on— 6" ®A Span — i (nB Span— */0 conk Edge of slab ©D Span — ® D Span-- <br />r <br />y y <br />1 <br />BA[X:r6e LX, 0 LXe <br />r� <br />xf _ Xf <br />MICIZOIFILMED <br />REINFORCEMENT- BOT TOM OF SLAB <br />�L /4 <br />a or Q bars <br />l0 @ edge of s/ob <br />*7 \I,-, top and bottom of slab <br />i <br />CHA I R DE TA IL OB T USE CORNER DE TA IL <br />lot -LOADING: HS 20-44 and ALTERNAT/VE <br />PROJECT ENGINEER_ DATE CHECKED BY DATE SUBMITTED BY DATE rzAPPROVAI. RECOMMENDED BY / `- - -_--- - -- - - - - DATE NO <br />$CALEo A , <br />- <br />r�'V; ex.r ....�._ �r%0�A"i <br />----- - '�� � �--- -- - - " -- 3 - - - -- - - - -- -- - - -- - — --- T --- ------------- ------ -- ---- --- - - <br />i <br />10/70y wi/h !fie .f%% 0/6111r171 I Sk'B'U'LT <br />DATE <br />SLAB DETAILS- 3 SPANS <br />9 FiNG SHUT I Off <br />MILE I OA NO. <br />i <br />PROJECT FINE 'ROAD SHEET TOTAL <br />NO. SHEETS <br />DRAWING NO. _BRIDGE NO. 1195 /4 25 <br />STATE NO. 29C-228 1n <br />