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<br />--; °, - •z.° :a,; zk;'w"r wEs"+Yre ":.-' -96, „---'x ".w,'R"'`i,,, ,.,+`'',:s itr"...s aa, - -
<br />_. s
<br />L®Len th of Span
<br />iypa ®f Span A 8 ®_ - ® -� •- '.= .W; .,
<br />`4 q Length Aye 37®0'"
<br />\\ �' J L /®4 K A,. '
<br />Ira_ �`
<br />Size
<br />® Length /9'ON /f'O" /,4'0 ~ '
<br />LLJ
<br />Size #7 17L011
<br />93
<br />NO TES: — ,-- — —- ---— :.li 4 - °m gg - •�1 I
<br />r
<br />�! 4i Length 19'O// ®O,/ 8®ON
<br />Top nreinkrcent_ ; for ., _,8 Span , to be. InooNied ';. wfie�n odj®cent _ �, �•
<br />- t®o hl o%►b'etol ;®. �� � .� L �?� `� L �632 4� L
<br />,S �e p9 �'ee /din d sheet: L ®32 a0
<br />� Length J7-V � -V 24' f�//
<br />'- - - - Size for . $.dab d0lalls .. n0tx._Sho�/�_�,,,rgier /'c� � �� = e/ forcffinent Details ® sheen'
<br />'��% ® 7 ,> ��
<br />+
<br />® q Length ; •o.A NBER DIAGRAM.
<br />13
<br />Size 7 8 �" 1 rOrA L SL A Li FL CrION ®u r® � �® L®�®S
<br />Length /5-fO /.9-O /✓-d f '
<br />The► to deflection will be reached about 4 ears t Xf ��_�„ 6, �„ �=®"' y after ,d
<br />ihi�hness �f Slab 2 Pier #8 ,fi e oveVeck, # f®/Sework removal. For v®lues at time of folIsework removal
<br />���f ®/ c1J�ofi�/7
<br />1'�er �, 9 divide !hose Shown by 9�. •
<br />/� /l
<br />- -
<br />t The olmount of camber for construction will be determined '
<br />4' o" by the Engineer. $�
<br />P 9x 40 t-,
<br />f
<br />4ddi)`or?Q/ Too CS'/ab IPWWAOIOCel)leo�4
<br />Maximum s a�ih in s a � � _ � ' ,,: _' . � ,` �.F , �� � _ - •
<br />p y p hs cvi�h _ . 9 r . lilOte.' %+!'®iIS6/E'r'aSe joil�ts, %f �lsed, E
<br />a
<br />va�•icrb/� cuid�h. S c fi T + 1318 to / / '
<br />account For p a inq .spa// 6 e v4 r� e to #9 X32 O Tod` Y - t�. be located at l poln/ Of span
<br />X, ♦ 1
<br />o variable deck width in 'fibs and lOn /tCld/!7®/ joint O b
<br />area outside ,of the center Z' of grid �, .�d®`Mi®i7o/ ,90t101; f'/ab lPei�7,�o
<br />d�c.
<br />located of edge of traffic lanes
<br />unless Otherwise ermitteal- b
<br />L= 3e ... a a fl the eet: _
<br />,A Span �� V ' k ° ` + � 5 �+_• _ �- 3 i �� �/r ' 4 . y��� f : Reinforcement
<br />; •
<br />p '` Spa/ � r �' � Span ® San e nforc err�ent continuous through joint.
<br />p ,
<br />Hook O . ,Span _. , Spam - ' , (A G Span a9 Span Q ® Span L ONGI 7 UDINA L OR r N V
<br />/D b�r•5 ©A S,�an ®A` span ' �`/® ++: one c Span - - -- - - -
<br />p -�- dg of
<br />R ® / cont �S -RUCTION _
<br />,
<br />� Sporespan --- !.._ _
<br />e s
<br />' ®c ESL A- - - O 1 �1 E JOINT
<br />%
<br />c Span '��` Xc an Xc b �►
<br />p A e
<br />Xb Xb X �-
<br />Bunt
<br />A t nt ron fa
<br />Abutment g Y�ent z REINFORCEMENT- TOP OF SLAB A .Gent Abutrn nt
<br />_ e +
<br />Y ® A ,Span - ® 8 Span Q 8 San r - - + ,
<br />�� p Span ©� Span
<br />AS
<br />f� pan ® ASpan Y ' �`/� cons` --(
<br />• pan Edge slab ODSpan n �p® /®coat
<br />I gook I ... - _ _ ._ - • ► .._. .. .. �. _ .. - /� �� �' / - .
<br />— ,
<br />IF-
<br />i
<br />a o ar,S
<br />Xe
<br />a
<br />---------- ----- --- - ---
<br />Xf a e
<br />; Xf Xf Y =�r . f 1 S /® e e O s/a
<br />f- Bent top nd otto of slab
<br />e.
<br />6:
<br />F.1N o - N T ® ®OF SLA8
<br />+
<br />F 1
<br />R
<br />a W
<br />1 10/70 y,
<br />rye �'�Qi7r��/r�
<br />•; ., �• a AWIN 1`0 R D__ OAT£ OF RE!/IS/ON -
<br />4
<br />'Corrections By
<br />_ • Date
<br />,`ti. • , , r ° { . Any Person Using This Drawin •`SUi ` erify
<br />y I `s g S'fe Of Work, ®•' �'.
<br />A - 4 d . NG 20 44 A L rERNA �
<br />d+
<br />. All
<br />fo & Information pad; q•� .,. g�
<br />1 3
<br />R
<br />-i P ®JE A
<br />ENGINEER G I �ICHECKED- _ . - VYV'�illldiYYVl�t�'dil lYY.'VBBYYaiIIIRY,inolwll!lilll6liliddl PRl 1o141d1 t.11; ulBlomn VIIIIIYI o r - `
<br />k
<br />�� 14.111'11166111uu111 Vy - -
<br />- Dli IIIIdiWEIi IIIIP.udl YYN,f rlili l' i �.+. .
<br />®Y DATE SUBMITTED ay DATE � APPROVAL t��illialli
<br />•
<br />I� • �, �. PECClU1�lE6VDE® �Y OAT • ,° II�JIIioYlluiln,' YN..,.u. +��•. � � .��� � -
<br />� COUNTY ® N � - PROJECT -- EIGHT MILE_*RD BRIDGE' _._No�io43 s���� TOTAL
<br />._,.,
<br />DRAWING No
<br />• STATE NO. 29C-1 14
<br />A •
<br />
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