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L -Length of Span � __. . <br />%pe of Span <br />7 <br />q ®� Length — 35 = 4„ <br />© Size - - #7 <br />Length - - 1 15' 0„ <br />- #t <br />�. `Site — 6 <br />�lJ Length — 7 �- 6" <br />3'- 9u _ <br />c) Size 47 7 <br />Length 29' 3 23'--4 # <br />Size - 6 6 <br />o Length 20' 0 17=0" <br />t� Xe 31 0" Z,_ 6„ <br />o Size #6 #6 <br />o a Length _ 15'_0�� 13, Cr <br />a4 Xf 5,_ 60 4t_ 6„ <br />7=Thickness of Slab 14-2" <br />lO-rE.s. <br />For slab details not shown refer t0 "Slab ReinfoCement Oetails" sheet. <br />r <br />Ll <br />E <br />0.00 0.00, O Off' <br />4 /4 <br />i <br />3 4 <br />�L L L Iq <br />_ 11 V8_= k l <br />AIGRAN <br />ro l A L S L A B (l � L �i J �../ �i %� i ®d ,� !� L i,� 0eS <br />The total deflection w1/1 be reached about 4' years after <br />falework removol. For values at time of falsi?work removal ` <br />divide those shown by 4. <br />• 1*he amounll of caint er for construction will be determined <br />by ttie Engineer. <br />w <br />- <br />{{9k <br />a <br />.. ____._� . _ _ _ Note: 7ransverse 'pints if usdd <br />_ to be located at V4 point of span <br />and longitudinal joint to be <br />Iocated at edge of traffic lones <br />" unless otherwise permitted by <br />- >he "n�ineer <br />.'Reinforcement continuous through joint. <br />• t <br />`r <br />s LON61rUOINAL 0R,.rRAN6VER2k._. <br />441 L /9- 6" - - - CONs rRuo rION JOINr <br />8 5 $ n <br />ern . , <br />y <br />C 0 ,Spars , 6/0 C0171. edge of $lab @ U span- <br />Dspan <br />�► ��� <br />...._ -t A butrnent <br />_ Abutment front face <br />Xcf Span <br />i= � ,fib � . <br />� ' t Bent Beal -� �41 <br />ti L /4 <br />REINFO N r— OP , -8 ' ,Abutment <br />E A bulmeat - _ <br />e 40 Span t Bent- @ 8 Span— 0 8 SPO/I - �'er�t 0 sloan - <br />a or bars <br />® SP an -- 6 08 span— - /0 Cont. eo'ge o}` slabs � � $pan -- 0 ,span <br />-.. 'l�► ► edge of slab <br />i"- `.:.Iqp and bottom of slab <br />Q8 rUSE CORA(Ell? DE rA IL <br />1 1 <br />Xe <br />Xf� <br />Corwly wr/lr 4e b010�� o/rCofi10r•7r., <br />10/70 <br />�--._ _, '• - �` too. 2I258 e�r/�r��► .�/�iv�ir�� r�� �'cSty�r7 �drr�/O� <br />REDID AW? <br />. ' <br />Corrections 13 V �_ .a__ <br />0,;r ro <br />R / IVENr IV 0 F SLA 8 No ChangeS E <br />FORCE1 <br />Y fit �Qrs <br />oate <br />Ft i� } �IsilI This Dl,awing Skald iti <br />AryE_ All 111f(ri�at,,in Pvy Inspeding The Site Of r;fk. <br />SLAB DETAILS- 3 SPAN <br />i- <br />. ,v <br />.e.._Mon-l- — - . <br />PROJECT .ENGINEER LATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE ? (���(��" �'��eL !/ � SHEET TOTAL. <br />---- - --- CCUU �TY OF SAN JOAQUI N <br />NO. SHEET$ <br />3/,3✓/�� �/� �e� �'/��� DRAWING <br />R Yw <br />STATE BRIDLE N0..29C-275 <br />J— ------ - <br />wr <br />z e- <br />h <br />I <br />, <br />- <br />{{9k <br />a <br />.. ____._� . _ _ _ Note: 7ransverse 'pints if usdd <br />_ to be located at V4 point of span <br />and longitudinal joint to be <br />Iocated at edge of traffic lones <br />" unless otherwise permitted by <br />- >he "n�ineer <br />.'Reinforcement continuous through joint. <br />• t <br />`r <br />s LON61rUOINAL 0R,.rRAN6VER2k._. <br />441 L /9- 6" - - - CONs rRuo rION JOINr <br />8 5 $ n <br />ern . , <br />y <br />C 0 ,Spars , 6/0 C0171. edge of $lab @ U span- <br />Dspan <br />�► ��� <br />...._ -t A butrnent <br />_ Abutment front face <br />Xcf Span <br />i= � ,fib � . <br />� ' t Bent Beal -� �41 <br />ti L /4 <br />REINFO N r— OP , -8 ' ,Abutment <br />E A bulmeat - _ <br />e 40 Span t Bent- @ 8 Span— 0 8 SPO/I - �'er�t 0 sloan - <br />a or bars <br />® SP an -- 6 08 span— - /0 Cont. eo'ge o}` slabs � � $pan -- 0 ,span <br />-.. 'l�► ► edge of slab <br />i"- `.:.Iqp and bottom of slab <br />Q8 rUSE CORA(Ell? DE rA IL <br />1 1 <br />Xe <br />Xf� <br />Corwly wr/lr 4e b010�� o/rCofi10r•7r., <br />10/70 <br />�--._ _, '• - �` too. 2I258 e�r/�r��► .�/�iv�ir�� r�� �'cSty�r7 �drr�/O� <br />REDID AW? <br />. ' <br />Corrections 13 V �_ .a__ <br />0,;r ro <br />R / IVENr IV 0 F SLA 8 No ChangeS E <br />FORCE1 <br />Y fit �Qrs <br />oate <br />Ft i� } �IsilI This Dl,awing Skald iti <br />AryE_ All 111f(ri�at,,in Pvy Inspeding The Site Of r;fk. <br />SLAB DETAILS- 3 SPAN <br />i- <br />. ,v <br />.e.._Mon-l- — - . <br />PROJECT .ENGINEER LATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE ? (���(��" �'��eL !/ � SHEET TOTAL. <br />---- - --- CCUU �TY OF SAN JOAQUI N <br />NO. SHEET$ <br />3/,3✓/�� �/� �e� �'/��� DRAWING <br />R Yw <br />STATE BRIDLE N0..29C-275 <br />J— ------ - <br />wr <br />z e- <br />h <br />I <br />, <br />