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<br />51 Note: rronsveese joInts, /I usedo to ,
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<br />; I be located at 14 Point of span +
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<br />I 'n I located at edge of traffic lanes
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<br />' Reli7lorcement contlnuou,s through J01�7t. . I , I
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<br />L ONGI TUDINA L OR TRA NS Vf"1?.'7F 1 4 1 .- I ,
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<br />11 I - I . . � I � REINFORCEIVEN T - TOP OF %5L A � . I . . ' 11 I I - I i I I \ I . � I �
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<br />. � I � I I I ibi. IV,_ - Tot, " dowels to be NOTES I I I -_ __\ T - -_ _:r - . �
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<br />11. (��____ __ - I I- - - . - .-- ored into pile exto,ms�on I . f + -
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<br />.. � ' I., t = - - - __ � - - i�,_ , I 4
<br />I I .. ' I � (?)---- . � �, f � - Cap or slab I — _ .__ N - � �
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<br />I 1.z I . (D (&onf, . I n f. , . - � ff -- � , �� � , i - - - - 41- - - - -��____T- - 1 4 . I -i
<br />I I I I � , */0 co I I e 'of slab t- I * All piles with extension above ,w;_ - .=-
<br />� . I " - - . . . . 1 6 �Fdq -�� , , - - , - soffit i -;
<br />, . . � I .- I . , � _ . ".. - I ;:� � - I
<br />_� - . I . — % � . . 11 - I . 1 ______4 " tl,- -_:� I - - , . I . I i f, .1� _�;� ground shall be Class 45-1 alt- i .1 .. \ I I ,�
<br />I , I -- � . 4 ., 4 --- ____ ... �____ --- _____ __ . ____�__ � Pile extension ,,,-- I I I # . ' � - ,;
<br />- I I I I I f . . %_�, � I I
<br />.� . � � I . ___ I _. ..I'.-..---- __ . . __ - . . __ emote -- 4 (S.P, B2-1) or � � - . I .
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<br />,. I I . __... - . __t----_-7- T' ---- . U I */O �6' ed!7e''Of slab � . ' .
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<br />. I _AW__ - -,--., - _____._ ____ - -_ -Drilled-Hole Pile. I
<br />" � I � . I ,� 4 - Cost- In I 11 I � *7 , I . � I
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<br />�1*1 I I � � -� . I I � � . I 7 1, - 1, - I . I GE DETAIL - I , \-- top and bottom of slob I I
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<br />i ,I � I I I I I 1 2� Reinforcement of piles extending
<br />,,,,, I I I � � . — . ------.--- I 1. r � . I - . I I I _�. I I I il
<br />ill I , - . I I .. _J I 4 , I .1�
<br />I " I . . If 4 '� . � , oboe ground shall extend III
<br />I . I � . I . _-, � _71 . __- ____��_, _ _ _, ---,--.___- � ____ — . I I ; � � - I I 1Y
<br />. -
<br />. I I . I - I - . I ,# �11 , I I I , �
<br />. � , __________ AW" ... -_ --- .-- I ___ . ----. - , I."+ length of pile a pile extension. I
<br />. I . _-__ � 9 1, . ,I
<br />I , I � "I . � I I I I � , 1
<br />I I . . . . , �, 3. All bars extending into slab shall rA IL
<br />I I t__ - I � - _ _ - , � ;21�. .4 �_,� 4 r.%- 2 1 1 - .
<br />I ! I � # . : I . I � � __________ .I-------- - - I-- — , , , , �� " .- —"*.- 3 ,
<br />I . I I "I'll I I ------- — , � - - I I. , __ I t # , _ ___ W e.-5 wire be hooked as required to provide - , I I I . I . I 4
<br />--_ ----. ____ , _________._____.__�__ II ,',--.-- . --,-- � =- 6? A= a- ae' - I•
<br />I I N . 1,,., --- _�__ I I I 2 it Minimum clearance, I A . .
<br />��___ ______ 1� T. � I I � - I I I I . I .�I I � � I I
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<br />I I I "Z11 I , ,�,l �� ,-rq � .cq � I I
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<br />I I . . - I , . `*, . ---------- . ____ - —_ -*""- - . _ - to---- 11W. -*- -_ 8, tot 5 -
<br />� . I I . I J 4. Continuousi pile reinforcement may . , R
<br />.. .--" I I I I . . ..", .1 . - - � I I . I . . " ''I - 1 1 1 IN I I i I 1 4 1 - . I , . �� ,
<br />� . � I ( I U, in i mural : \ � 4 1 - I
<br />4__ . ___.U., I . . 4 ?Iri It - - /Z I I
<br />1#____�_(f_-,;I,. I SECTION 1-1 be cut off to provide 2" m , -
<br />I 11 t - a _ r\1: 'I __�� .,. � . _,\N� 11 - t ;
<br />.. 0 : clearance. '
<br />I I&- I ' I I
<br />I 0 1.
<br />. I I . I I I I - � . 1 5, Driven concrete piles for extensi(*; "_�4"
<br />I I 1 4 ,* . .
<br />�
<br />, . . I � , , I - I Q i � - 0 - , ' ! I � I I I
<br />1 � [ - -_ , � . I 1; I I , above ground may extend 6" , T
<br />� � 11 �. , I . I � 1. I . I . . � . :t I t z ir I V I . _ - I
<br />� I V - $_. 1 A ." 41 I -- I = . . I I I - - - "�_ � . .
<br />. .- - � , I - , I � � I � I � . :===== I - - I , . , -1 . , . -__�" , - r=- . � I - . I P r I
<br />I � . � I � . -- � , - I I � ; - I%.. T , % -,-- t I - -
<br />��.. I - , REINFORCEMENr Borrom OF SLAB I � ,
<br />� , I CL I i above low water line.
<br />I . . I - _. I- t J �1_4"_ - - I - �-- .q. LI splices wIll not be allowed in' .. I
<br />- . % q) I ,
<br />" I - I I . � - I I I I . � - 7n t -- , - I 0---4- _1W_ � - . 4
<br />- I
<br />- � I -.1 . � k 32 4 I I - I . I I I , � � - I I " . � ,,& I It_ - - - --f L_ Cop or slab I__w _,4___.___ __ %14-4- --- - --- ' . --- - .4--- __-4911.1��____7 . I .-
<br />I I . . � I I , � main reinforcement of C. I.Q.H.I,D.H. " !� �*_________)4� , .
<br />_. . .1 . I
<br />� � L i Riles; ., '_ 1�is i". - A�, :.. )
<br />�_ _' I . - - - - - - . - � - - - I � I � : - �:�v soffit ? : , I
<br />, I � I I � . I - ,- T I -
<br />I � , .1 . . I . - 4 I I . . I � I - I . - i � - i
<br />�. __", , '' � i� ,
<br />_, . - r 11 4)
<br />_� i it L ___ _ I -, f.--- - - - i I., Lap, splices will be %
<br />I I - I I , - V:1- - - I I I �
<br />L. ength of .Span 2e-0 �'J" -- lt,� � "IT L - Q) I I I..'..!
<br />-., = I `� 47,
<br />. =
<br />1, - - - __ - I `_.__�__ -__ - .__ _______ --,-.---.,-- _.__. _ - _,_.___.-_____ I 2 . .10 - ------I-- _-`--------- 1b, -4--- - - -- - * - P_ r I I I I 1+ A'
<br />�%;" , .. J � I allowed below the cut off line of L I - - - 1
<br />, . �t I �1. I . I --- - - I I � ��. : -, � r I --- I -_
<br />;1 f•
<br />I- I 1� � I I - .1 . f - -C.-71, - - I '. I Class 45-1 Alternate "U" Piles, I . - I
<br />� . � --� Q " . .
<br />; ��-.��'--�,_'� i I I � .1 . I . 1�fl Size -410 - -_ L E NGrH - I I I'� . I ; i 0I a J; I 1*J I I U � I I I
<br />. I 06 r. j BAR SPL 1CL I � - . I
<br />I I . I - -----. ____ - __ ______ --- - -_ - --,-.— - --- ------- � t I ..- i-� I 0 f, I but must be 60 diameters In length, I I . . I . I - I I
<br />Length, -.f, 0 ** 4! 9; q � � . . 6 1 -.,7 1 0 , . I I 1. . I .
<br />, . I , , 11 - f' 4 - I �, " " I , , , - '.
<br />, I - � � i
<br />. � � ! ,A - I .; � � I. I � . I _q �_ I I > I I .; �. ' I I
<br />i I I � . � I . I � . , ! ., '. ! _1 ; - . � I
<br />I � I Bar 54e *4 *5 *6 * 7 * 8 *9 */0 `// ' � I ;� � � - - I I I
<br />. , � -,i:- -, � f I I . I , I : , -, , :
<br />. [k.., !1zo, � __-, - , ___ - -------------- � �, -1.
<br />11 11�1 V) ,5i,z e -#d - � I I
<br />r: + I . � � - %Iw - - � _;��, !�! i � CA MYER DIAGRAM . ,
<br />,, - - 1 _,�-,4 :2 - I I I I I -
<br />F, . � . . I I = �--1,4 �w:L I I I - I . 1. — .
<br />�111 � I - _� 1 '6 4� t -en 'th a *- d" - , it if ff it ff if I I �. I � I I
<br />s 1,11 � All b&S, except too bGrs 0 �---4�, 0 I ; I �
<br />I.; . o (N I - I I I - I I �. 11 1. �, ,,� - I . I I A 9 . ,# 23 28"34 3.9 45 68 76 85 1 � 1- -_ I --i /'-Final ground - -' .- - I . �
<br />.11 I � I - , ";� 5 `0 rA L SLAB oEf-L E*crION DUE A 0 I OA DS 14
<br />,
<br />le - I ;z. ` I ins s over 26 :_ I I __ 1 7 I *I. . I
<br />, 4 46 - - -.-- _ ____ - - __ - ___ - - - . -
<br />- - 1� , *�_e - � 9 u rf ace . ;rO 0 E I
<br />'r i - --,---- - _ -..-- _____ _________ - --- - _____ ______ _______ -,-
<br />. , 11 " - I I I
<br />I
<br /> . I '. ., 1. I (,kl, _��b , _ - I r it re ff /I . - I 0 T11 * 111, - J SA, . 17, 11 rz 'i . ,
<br />I . I ._� . . I .. . ' � ' � __ �, ,
<br />. . '
<br />1.11 - i, � o`4 - *9 , 7op bors in spians over 26 213 28 34 53, 60" 77" ,97" 120" " - 1� 11 _� f_�� ,_ C� � �� , I - .::�1) 15ize - n � I � r, ��1 � %�, � I ------.---- � I � ! I':� 2 1 rho Iota/' deflection IV/# bO ,reached about 4 years fferI ! ,
<br />� � � - -�111
<br />, , I
<br />. � .7 _V ___ - __ I of fal
<br />SeWork r6
<br />4 Length '46'_0 � .r 't " t--, ,� � I - 2 0 Val
<br />- t I I � i � - 1_�_�. �___ Cut off line � values of time " 111
<br /> I - e- = � i ! ,NPOWOrk r6moval, For, -
<br />X I I ** � - � M . I
<br />. . I I -_ � .0 i I I I I I I 111::3 � C 'a. , 1?E11VF0RCE1VEN7_ III -' 11 I � 1:�� !. Refer to _" � I I � , ,
<br />11 I '91 , t -1 ,
<br />� I � � . 11 .�� . I
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