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BO-5 5-10 Transverse Deck Reinf Span Abut.1 Bent 2 Hinge Intermediate Diaphragm t t t t See Type A Girder Details i 1 1 E ! See "Detail B" ( i *5 x 6'-0" @ 12 (Typ) Girder t 1 i 1 ; ! , i � See Section E-E, �� Type A Girder Details"--_—_ ��--- -,--- _ � Bridge_-_�-_�_-_-_�—--------:---�\�,�-------------------------��__�_..�-� i 1�1t ti!1 t t It, �{- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------- IV - - - -- --- -�--------------------------=_?--------------------------=t------------------------------------------------------------= ------ t i t 111 i � i ►t' II ---- - F-}----------------------------- ----------------------------- _-=__=_=_=____===_====_===__==--- -T t, Type B Girders t Type A Girders , GIRDER LAYOUT SCALE : IA11 = 1'-0" 10 - *10 per girder (Typ) � Abut.1 #10 Bent 2 Hinge t't t #10 t *5 Typ t t 1 � , 24 t� / 12 3 i 3 24 - � l 16 ,t � � 20 � ► t � ! t t \ 16 t t I 12 20 t 24- � 12 �---------- t 11 16 ;� 1 20 t !t � 24 12 ,t 1 16 � 20 1 � ! � t � t Girder t 24 12 (Typ) t 1' 24 16 !t - 20 1 ---- 12 !t 1 16 �'� i - 20 - � Bridge � 41 24 12 � t 1 1E i � -------- ---- --iA---------------------------------------------------------------------- r-------------------------------------------- --- - ------------- t � 16 i 20 t - t 124-, i 12 t t t,1 16 20 t 1 24 1 12 i 16 20 t. 1 ! � 24 � 12 �1 ! � 24 16 �� 12 20 t t � t t ` 16 20 1 t � 24 12 t 16 24 � 12 20 i 16 ,� , 20 � 24 , 12 , 't 1 *10 TOP GIRDER REINFORCEMENT SCALE : I/4" = 1'-0" slab reinf *4 x 6'-0" @ 9 (centered over joint) *4 tot 14 between girders t1') #4 `U tot 8 per bay #4 ED tot 8 per bay 2T-611 #5 to I - 1 tot 8 per bay space with stirrup 3-*5 x 6'-6" thru 1 I/2" dia holes, typ (equal embedment) I/4" joint filler *5.. x 6''-'0. DIST . COUNTY ROUTE over diaphragms Y2" Barrier joint and girders *4 tot 7 between girders I REGISTERED CIVIL ENGI ER PLANS APPROVAL DATE r - LO # 4 � Ll t o t I I 8 per bay i 1" polystyrene t1,3 -13 �—° -2 13" x 17" x 1" steel reinforced 1 %2" clr ( I I i elastomeric typ I I bearing pad S I I I 10 L - �`- *7 x 5'-0" dowels epoxy coated 1„ tot 7 per bay (equal embedment) SECTION A -A SCALE : 14" = 1'-0" Hinge I Cantilever Span Main Span a 1'-011 I 1'-011 i Girder i (Exterior) - --------------�I'------------II-------------- l - � II W pj1 +I A Z — 1 ; A 1 1 ski 1 cn o U) �` `` o a U) a >% o o v -I � u 0o u to u a� � o �- �- r` +1 Y y N ! I --� ---- —------------------- -- — W— ---------------- Girder I!� lid II II_ (Interior) I - A 0 A Field bend *5 dowels to conform as shown 1" NOTE: DETAIL B The Contractor shall verify all controlling field dimensions before ordering SCALE : %4" = 1'-0" or fabricating any materials. e POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS �O ?RpFESS/0 T.C. Jee m NO. 15910 ExP.6/30/93 \� q�F CIVIL �F C '" a�^^^ded polystyrene s (Typ) B0-13 13-1 Girder (Exterior) %2" Expanded polystyrene EO-3 -- q Girder (Interior) BEARING PAD PLAN NO SCALE Cast in 1" dia with x 8" long hex. hd bolts with 1" dia x 3" long threaded (8NC) couplings. *8 x 3'-0'' with threaded (8NC) end or 1" dia x 3'-0" threaded pigtail anchor. Bend as required. Note: Slab and reinforcement not shown for clarity. J I A I N0. 29C-083L 10/g: A5 moult T MYT.i 11\elr; lDe1e7'1e0' Reference lb I)eAO// Ww jr RVSD DATE DESCRIPTION BY APPD CORPORATION WALNUT CREEK, CALIFORNIA PATTERSON PASS RD. BRIDGE 2 GIRDER LAYOUT & HINGE DETAIL SCALE As Noted SUBMITT DATE 8 -1- 91 DESIGNED .T . J . � DRAWING NO. DRAWN W.W. APPROVED B /� (� CHECKED C . K . �j- `f