|
1, � #7 Total (7)
<br />Min shell thickness for
<br />70 Ton Pile = 0.250"
<br />SECTION A -A
<br />LN
<br />Ground line
<br />Alternative tip shape
<br />at option of contractor
<br />d #6 Total (8)Zi
<br />4 strands Min
<br />0
<br />I
<br />Ln
<br />l]
<br />CAST -IN -STEEL SHELL
<br />CONCRETE PILE
<br />Not to scale
<br />G�
<br />1
<br />�a
<br />_�i
<br />Ln
<br />m�
<br />A
<br />SECTION B-B
<br />Octagonal or
<br />round section
<br />--------------------
<br />A
<br />A
<br />a
<br />ii
<br />N
<br />0�
<br />�
<br />O
<br />O
<br />i
<br />Q
<br />a
<br />CIO
<br />•3
<br />�
<br />o
<br />�
<br />Q�
<br />C
<br />U
<br />NOTES:
<br />� rr
<br />1. Design service level loading is 70 tons.
<br />at Record
<br />2. Maximum size of aggregate is 1Name "
<br />3. For the prestressed concrete pile:
<br />PRECAST PRESTRESSED A. The prestress force after all losses shall provide
<br />at _ i'r�i�� 700 psi minimum stress and shall not be less than 130 kips.
<br />CONCRETE PILE B. The concrete strength shall not be less than 6000 psi
<br />Not to scale at 28 days.
<br />4. No splices allowed in the longitudinal reinforcement within the
<br />"clear height" or within 10' below the ground line.
<br />5. The Contractor shall verify all controlling field
<br />dimensions before ordering or fabricating any material.
<br />9ol�n .IIII aJn In IIUEJn I I I I 111, e, 11 II I11 IA lilllll111 11, III I I II uIII, 11 11:1 ' 11, 1,1 Ids 1 II W 1 11 ,1 11 11„1 1 ..I 1,11 .11 d, c.1111.1e Iltll . 4 11 t IIWill Ix, 1, III,1, 14u 'I .E u,1,Yi. �1 Y� ,Ili III I A l .Jo.. uY1 111.i I 1 II„loll I I I I ki.eE, Ii„alaiI I 1, 11111 11 al 4 II . 1 11II1, I,Wi,ld • e, Ill, 11, 111Itl111 1.1 li:1, IIYI i 'I 1,1,1, 1111 ll IIv IIII l I 'I IIII„i da 1 1 I � „ „ � 1, 1 II Ie YIII, 1,,,1 Ill,n,l 1 u eullli LI .III In Y 1, aul,ll a 1„1 1 Ii . I I,,Ie, I,IiYI „1, 'i, � 4, I,11,I,i„�I.,a Yl, li it �I,I ILI, 1 1 I lil, iJ1 11 �„ �Ii, II III, 11,1„ „ Ii, Ii1111, {Il..,ui„III, .I. „� �. II, �I � I16 i,1 !1 �Ii o,,,u,.,l „IIII i�,,,i111 ii,,,l n 1 it i.1eaii.il�.,,i,l„I,,,. 1, i,1.la1,u,,,,,,,,,,, I„iiuu lJ,d„il I �„ I i11 II,I,J Ii, 11 �,., 11 „iu, ,,,IIII, 11� .E I,..Lld, u,,,, ,. 1, 1,d IYli„I i14i1u11 I,J, nuY,,, IUJ1„Ju�i l,il„II i,.lu,1 11, i, Il1ll ue,li. iel, n,!l,u i Ii,1 I.Iiiui,.,IiIIIA,alII, 1,11„IIbnl.oul'u,lull.ii,ed„1„uul„1u.1J III,,,Illul a I uY,.ul,ll,u„JII,I,,,,,Illiil u.i,I. IY,ll, I„iva,l it w, i,Il1uJ111, 4nI1111,l„4dIlW illlul,l
<br />TRACY BOULEVARD BRIDGE NO. 29C-022 Q�oFESS,a� -
<br />SHEET N0.
<br />COUNTY OF SAN JOA UINConsulting Structural and Civil Engineers 1 1, .1,1,1„1111II,YII,II
<br />/��`� REINHARD P. Fy 170 Columbus Ave., Suite 240
<br />SEISMIC RETROFIT ACROSS GRANT LINE CANAL y LUDKE m Creegan+ DAngel° sAN FRANci��co, CA 94133-5160 5
<br />QG NO.: SE2545 m
<br />w
<br />a m11Es1 a11, 1.,'„ I,. IY nw 1„W„ Il.ao ',., �� a,',IYn, „ u.. ou 1,, � 1 ,� . �., ., �
<br />111„nIW„mw eu �id11l,,,uild mli,nllu 1 ii1 ul nonll lw dal uu a L..�n 11,1 Ia111 ., Idu1,l.l,l, uLlolu l� 1, 1 I u,,,�LuI,IIu..,II „�„11„111111„I�I,I,a1,�1 111111111 u1, 111 1 I I ,, 11,, L, „1..1111„YI,.1,.11„L la. l 1 1m IIII n1. „I tr, uln nlul, .,� .dIu1111 ue1 iliJlnlelo nW u111e IIW i Id. i „ I P L 11 �11 Y Ia1111 II .E1, .11 II d I L E III I11„Tel I�dIa11,111..1 D E T A I L n e1, I', „elJ lion �,,,JIue111„1 iu,llJ,i11,11�,dv11u.11nl I, I, II Jn, I, Ill Ylall,,,,, Id �LIIIM11 ., Jt lia,l � � � i � S
<br />J Y ie,e,.uJl„I, IYIIYL1,.u,.151,Lm,.niLe11„i,�iain6eu,Nuui„IY i1hl,Iul.e„II.:1,„n,ele,1lYJ,u1n�l.e..uln„uuud.,.,Ir111.�,,,I,dl.0 II144„�,J,e1„1.,1111�YM1IIi,�,L.IJ,,.,,,.mL„I,x,.Lwl,eOde.a'JOnWIll„oRadl,n,,,il,I„IYII,,,,.e1,l,ulli,i „I,tl 1„Ii.I„n,alllll�,.I,Imil,uluY�1 � .. . - Fax. - 11
<br />EXP • 3/31 /07 4 3 201 (415 834 20
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE P, STRUCTURAL % of
<br />� !
<br />E. GARRO 8/21 /98 204039.00 8/21 /98 M. SALMON 8/21 /98 OF' C A��F 0
<br />�3 -Adad 0 � 1� RYGISTERED/CI L ENGINEER ' 6ATE"7:0- It 0 coop
<br />3
<br />t /P
<br />
|