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<br />1 ,4 �Size
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<br />_� $Length O � � � � { � - ,
<br />Length V •o + - Curb and roiling not shown
<br />\� l i f 6 _ i _ V. i1 I i s ► _ i i f 1 ]►
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<br />L eng 4" 6 64 6 L L L
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<br />� , Site
<br />a Sc) Length 33'-p" z4`•p"� i � � ,i �
<br />`r' S/te-- -` q - . - Transverse'AI�IBEf D�i4Gf�`AM
<br />' 'd nth 3'•Q� zo'•o'' 44 bar slab reinf. ---
<br />Le- - z - -
<br />�. ,��.�,� ►_ » _---- _. .;�-�� /0 coat. Total 4 . rO TA G S L,A B DEFLECTION oUE To' DEAD LOADS
<br />ll� e Main slab roinf.
<br />Suet '� 9 07 j I
<br />Length 18i �0 16 -4 �/ drip groove_,. The total deb'/ectian w��l be reached about 4 years after
<br />"�" `'' ��i falsework removal, For va/ues of time of fa/sework removal
<br />,BA CHAIR DETAIL divide those irhown by 4.
<br />r--rhickness of Slob 15 EDGE ©F SLAB ©ETA/L The ornount of camber for construction will ' be determined
<br />_ by the Engineer.
<br />s
<br />M BAR SPL ICE L ENGT H
<br />Abutment, See bent cap details for reinl%rcernent - 6 " Stop transverse slob reinf, when
<br />� Bent # � # # � � �
<br />skew is 20 or less. Bar Sipe*5 6 7 8 9 /0
<br />fit
<br />c!. 4 /f All bars, except top bars „ At
<br />6" 34„ 39" 45" 68" 76 „ f
<br />j • in spans over 26 2 2 85
<br />I r ) Top bars in scans over 26 23" 28" ,34" X.3? to 60" 77" ,07" /20"
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<br />4'4 bar chairs Ca 3 `�` transvers/y 5 C� /2 2 cl. RE/NFORCEM 'NT NOTES • F_ Note: Transverse 'oints, if usdd,
<br />and 4% ' 1, lon itudinol/ distribution steel - t S /ices' in to main bars to be located near center of s n . ` _ l �% " to be located at point 2 �' ,Y _ �. /� /� ; ►.'�'_ _ �.---$ ,� po n of soon
<br />,5p�Ees in bottom main bars to be located near bent. M and longitudinal joint to be
<br />5pGCI;7q of all transverse bars is measured along � roadway. ` � _ ,--� �located of edge of traffic lanes
<br />Skew 00 to 200 : Place all transverse bars`porollel to bent. h\( unless otherwise permitted by
<br />Skew over 20° Place, transverse slab bail ,perpendicular to the Engineer,
<br />LONGI TUDINAL SECTION F �E bridge. _ Reinforcement continuous through faint.
<br />. ONGI rUDINAL OR TRANSVERSE
<br />f
<br />•-4 -- SL AB CONS TRUCrI0N d0lN-T
<br />@ A , A Span
<br />A Spun � A Soon B Span
<br />@ A Span ► A Soon 6" */0 Edge of s lab c, , a ,Sp an Q A Span--
<br />Condf u�location L.imItS >-
<br />7 '�i Congtructibn.
<br />1 q- ,
<br />t t M ry q• 4, utility COMUits
<br />I (PTi-T)
<br />- NOTE : Utllit4 Conduit,5 shall
<br />be tied dawn .
<br />Conduit Locat ions M04 be ad us+ d b tw er\
<br />'ye f ,Span � G . � oa : 'M . oa, 00 . linri1t5 shown. +o accomoda►te construc+,on..
<br />Xb
<br />Xb -.-T Bent L Abullnent -
<br />REI NFORCEMEN T - TOP o c SL A B t Abutment � (Typ"°�)—�-,. Kin.
<br />1 e A Span Bent--- ee9 Span (0 B Sport J Bent --� e A Spon _
<br />QA Span 6A Sparc— d B Span-- to cons. Edge of slob-,� Q) A Span— 0 A Span--
<br />ASS BUILT
<br />'� UTILITY CONDUIT � COR��ECTfi0►�z5 ��-
<br />DETAIL
<br />i`!lO CHANGES,
<br />► DATE =�1-
<br />� '��•fie _.. e ,
<br />-t s , .� 1--'� t
<br />"'�v'u'/5`.' '/r /� kfi,f� %%�' ,l /p%' oj� G O�.for/?i4 •
<br />51
<br />REINFORCEMENT-BOT7_01V CIF SLAB
<br />MA Y /-I
<br />aa = SLAB [DETAILS- 3 SPANS
<br />LIVE LOAU/NG: 1-15 20- 44 and ALTERNAT/VE
<br />I PROJEcrENGNEEATE CHECKED BY OAT SUBMI"TED BY DATE APPROVAL RE -- �� � �� �� NEETYTI
<br />i R D COMM,ENp D 4Y DATE 11 �� � �� �� � �� N� •[ � �� � � � S TOTAIL
<br />----------- - - - _ - PR OJ E C r OR to HW . 41 EAST
<br />.,• ��, rf/ar �r�� C O U N T' Y O F S A N J O A Q U I !� f RoNTaGF Rt�A D ; NO, SHEETS
<br />el �� cJ z- _
<br />FtE9 FP NG MIME. 0. 1781 WIDENING BRt06►E� 7
<br />. w.e STATE NO. 29C-67
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