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r <br />clvls�eo, char <br />L ® Length of Span d4 <br />chonfed `6-11316 <br />ryDe of _Span F <br />beano -size <br />ec aa- J'lloJr tv 47, tj 611 <br />A� ,Length *7 <br />711 <br />UM.1; STEEL I <br />,5iZe - - - <br />I [1g1wr wti w ulatinhilik- Length Zlz 0 <br />x; WU I TITLE LULK <br />IUD WnW W. A910 ® � S/I� '�/% <br />WW Wki. <br />i L) Length /2'0 AJ <br />ooi <br />Iwo &n- 6F 0: <br />Size <br />EX0. A hLUAL K <br />AAL1 Li 11 -,44 Length dg:� <br />U.. size 74W <br />41 <br />Length 3740 <br />`Size <br />Length <br />Xf <br />- f�' a" <br />U111mote dead load <br />deflection C9 Span <br />el;yll, 117cleleeks allaolal7e,- <br />1n /r S aO17 <br />Mi' to pan <br />detdils, not shown re fails - Multi - 5 <br />rot�! S/dp,�� "S/ab Dell, <br />. ....... . <br />I"Slabs Details she et$:�� <br />4 <br />0F. <br />-w, <br />1;4 <br />1-4 <br />11— is r" <br />P <br />�v <br />V5- <br />J, <br />A, <br />`2 <br />�xt <br />DiST I COUNTY ROUTE POST MILES- TOTAL PROJECT tKILST To I lr.L <br />1--1 - - , I - P t#A-1--twagT1 <br />EIOStomeric bearing" pods <br />IE expansion bent <br />x 6 • /-0 <br />L <br />3'X"1L-3x"2L6"dgpressed key pod <br />at each end of cop. PLAN spacing <br />Lepel, except may VZ expanded <br />2 polystyrene <br />parallel deck if' slope <br />is 3 Yo or less. 1 — — — — — — <br />Stop interfering c �2 " exponsIbn joint filler <br />-rz interfering <br />face of key of a# sides of key. <br />ELEVA r10N <br />tof,3 per key <br />v rypICAL BEARING—DEMAS, <br />FE Bent 3V1—,311X 26"' <br />each'e,,7cl av` A-i <br />L <br />-99 -- A-, <br />Span F Span See Sheel O' E Expansion Bent <br />f FxD. Bent-, 7 <br />4 <br />SPANS PA® SPACING <br />16 A, thru 22' 0, max. <br />24 to 30, 9:01' ,, <br />32 of 38 1 6/0'v 11 <br />it " it <br />40 444!iv 0 <br />Expansion Bent <br />ZV <br />r-T if R <br />c cont <br />A <br />7% <br />51 <br />6 <br />71� Wii- <br />chamter <br />PA R A <br />x x depressed key. <br />With Skew Race near each end of cap. <br />Cop reinforcement, Stop <br />LONG17-UDINAL SEC rION interfering bars 4?"fmln face of I(e y . 3"chamfer <br />k, h.17.--C <br />F <br />©GSpanSpan <br />f <br />J `5 OD 0 stirrups place Al <br />0 cont <br />@F Span— Edge of Slab @G Span— @ G, Span — 6 <br />normal to f- Exp. Bent <br />Q, <br />10cont,,@F Span— /,-J" 1/-3"fi <br />IL <br />-2 <br />T- SECrION A —A <br />a/*AP 23) <br />PApr EIEVArI01V <br />Dle.01-6useel Ay, <br />41 <br />N-01 F <br />lob (1) G Span — Q)G Span -A16 cont <br />10 cont. (7)IF Spon- Q) F Span age of s <br />Xf <br />lot. 3per key <br />6 tot. 6 per key <br />. .............. <br />Expansion Bent DEPRESSED KEY., <br />Xf <br />REINFORCEMENr-80rrOM OF SL- <br />L. VE L OA DING: HS 20-44 and ALTERNATIVE <br />PROJECT ENGINEER ®ATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE <br />COUNTY OF SAN JOAQUIN PLAN SCALE I" <br />0 <br />f <br />