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B Line <br />= Ct Br i dg, BB or EBI ',.—q Abut <br />7'-6" 7'-6" 4 1 —2 fi" See 'Joint Closure Plate' detail <br />H4 ®9" O.C.I on Sheet 12. <br />EG to motch� pG of bridge deck, see Notes 4 & 5 <br />1/4 <br />5"-3 1/',Typ br dge de k �� fff--fff <br />10 s 1/2"(°) joint l I— Prestre ed Canc 2-y6 cont - Z i l ( A.B., hi <br />Cl re Plate See { P le, Typs(lot 3) �'4c� tot 4 See Notes 1, 2 & 3 E _ <br />Jo nt Closure Pla to Bockwall see Note 5 1111 E <br />detail an Sheet 12 Const Jt, see Nate 6� " <br />Detail A \ Paving notch ,y6 tot 6 <br />r <br />''. a hhtate. TYP <br />--- -- _ <br />m E I E <br />----------� � _`ABB/EB ry4 ® 9' o c. , <br />ry <br />Abut #6 a tot 6�� <br />c + <br />lI ry 3" clr. T .` n e 0 Bi to `am <br />of <br />at side vaf Son <br />L.—.Inside face of bridge truss Anchor bolfs, tat 4 in prestressed <br />l at each abutment, Ca ncrete P le <br />Abutment seal f 5'-3' 5'-3" I see Notes 1, 2 & 3. (beyond) —� <br />See prelabricaf ed r— C,L Anchor bolts, see <br />s ri ge Bearing Plate Detail' ��f' r— --prestressed <br />drawingsus Concrete <br />(Steel truss bridge not shown) Pile <br />PLAN -Design tip el—tion <br />Scale 1/2'=1'—D" <br />4" <br />—B Line — F <br />= CL Bridge <br />(Steel truss bridge not shaven) <br />Paving notch Top of Abutment <br />(inr side backwal� at FG SECTIONA-A <br />NOTES - <br />1. For prefabricated steel truss bridge details, s <br />tr utaclu s dra rigs Contractor shalt <br />oer <br />e <br />ordinate, supply and install anchor bolts p <br />truss manufacturer's plans. <br />2. Slots and holes in bearing plates and bearings ore <br />shown <br />for 1"0 anchor bolts for unl loan bids, The <br />actual holes and slots sizes shall be per <br />pretabricated steal truss bridge manufacturer s <br />des igned anchor bolt size s m'lar to shown and as <br />raga red. <br />3. Anchor bolts, washers, ,is and lack nuts shall be <br />ASTM A325 or better, hot dipped gal—zed. <br />4, D'me s'o marked with (°) will be dependent upon <br />prefabr cated steer truss br dge ...... cturer's <br />dr ow ngs Contractor shall coordnate In— <br />mer mens on s pr or to order ng or 7obr'cat ng any <br />l:al <br />S. Backwall cincrele shall bpoured <br />e after leveling <br />of the brdge is completed Top of backwall <br />i no lud ng 'Joint Closure Plate —bly shall <br />slope to conform with the deck cross slope and <br />p fol le grade <br />6 tr <br />Unless noted, oughen ex sting criete to 1/4" <br />ampltude and clean thoroughly prior to next <br />concrete pour at all Construct on Jo -its <br />7. Use m m 1 1/2" thick x 9" wide Blast omeric <br />bearing pods. Bearing plates, bearing pods, anchor <br />bolt sizes, etc. shall be determined by the <br />prelabricated truss --f-t--/d esigner_ <br />Approximate details shown for uniform bid only. <br />B. Epoxy bond hearing pads and expandedpolystyrene <br />pads (ol s e th ckness as bear ng pads) to the <br />abutment seat <br />9. All rinfor cement shall be epoxy coated. See <br />specifications. <br />10, Contractor shall v rify all controlling Held <br />dimensions before ordering or fabricating any <br />material <br />__ — ---_---- _ -- ___-- ----- """- At expansion bear n9 non/sl Ids <br />A, } 1 B°x3 <br />— — — — — —�— 3/4" eh amfer, Typ slotted holes to <br />2 Al ng <br />end use 1 1/B"0 holes, tat 2 <br />A.B. <br />1/2' ata abut "p..., Dearing <br />•,; �,;� _ � 3/4" of but i xetl Deoring <br />Anchor bolts, HD Coly. #'4 (tot 3 - Face of abut l <br />in —tom wall—�� baekwall�—T <br />in <br />1/2" Min. <br />-'-- 1/2" M n,bear ing, see Note 1 <br />Mi - <br />.11 ar-nd �I"��\«"��Tr uss <br />L_T end post <br />Bock -11 rein( [\ �'P.l ys l yr ene f1 l ler <br />�— Prestressed ` r� Elart— i cbe or'ng <br />Concrete pad, see Notes 7 k 6 <br />Pile, Typ p5 x 3'-6" Tot 3 >n <br />Abut Seat _ <br />a B a ing plate <br />See Nates 2 k 7 1/4" Radius, Typ <br />_ i h <br />� � Ind"cafes El—to—i. Bearing Pad <br />Q Indicates Expanded Polystyrene Filler <br />¢v <br />DETAL A BEARING PLATE DETAL <br />r— Ct Pile, Typ 1" = I-0" No Seale <br />5'-6" 5'-6" <br />ELEVATION <br />Scale 1/2'-1'-0" <br />