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_.____. . . . -___ __ _.__J_— ------ _.....__---__ ------
<br /> As an alternative to the ; ai L E M
<br /> / / 4 Sec. B- B K i.1,r0 T� , i?OAb, Y
<br /> h 1 ;�,o B -B reinforcement shown, Alternative ""W"" ,
<br /> Q
<br /> � � � 1.32 i ," p „
<br /> at t� ries Sec. longitudinal reinforcement / ' 4 o pp
<br /> ` a 0) r° " '/ .I " may COnSlSt Of steel strands I a ot% M0. YtAR tNQ T 8MEET! '
<br /> ,c Q, � , o Pile she// minimum 2 p / 4 p i y 2„�� F /, O",� 2_ „ Dio.
<br /> P I�i i:, xF •'kSr a41r q• , . y
<br /> >rri < c diameter l2 I.D. _ � I remaining force after losses �r .,��,", �
<br /> W a
<br /> � 3 min. Casing i , restressed to have o total
<br /> b ---- ; g
<br /> j �' • •\ 2”"clear of not less thon 67, 000 lbs. �� �� I' Circular form
<br /> Q # 5 Total 8 — At no time shall the stress Optiono% % Gia.
<br /> • • # t -
<br /> 6 Toto/ 6 in the steel exceed 0.7 of �* a
<br /> its ultimate value .
<br /> t - - - 6Toto/ 8 � _•
<br /> n PLAN SECT/ON A -A SECT/ON B-B SECT/ON C-C - SECTION, D-D-
<br /> w,
<br /> Scale: - / - O Scale _ s Scale: / O Scale _ / - 0 a a 6 total 6
<br /> „ ' 4 „ /, 0// Scale: 3 "_ l 0" % " 4„ ` _s
<br /> pz Section B'- B" similar
<br /> except as noted. �„ SECTION E E
<br /> �I
<br /> a 1-3 2 Min. shell-_
<br /> n
<br /> tato/ 4,
<br /> ,,� r diameter nv bult Scale "- l"-O"
<br /> Ground line x 6"" Dowels
<br /> 6-For length 8X3,_6Oowe/s,
<br /> j with pile extension tot 6. � I _ f*--
<br /> a� fotel 4 Note F "?� hl / -3� min. dia. C� butt
<br /> �� Ground, lne c �:. turounc line -- --- ----
<br /> t--
<br /> G and e � { 'c,} r� � _ , Ground line _. Ground line I I
<br /> IZMA�Vvw 70
<br /> Icz
<br /> _l___ _ Nt r -Nj--- — I I ---1 - - -- I -- ---
<br /> IL
<br /> Cut-0 C f L_ _J Cut-off --� I- �- - - - # T Cut-off line
<br /> I
<br /> �' Cl
<br /> line f a Bottom of foofin c Cut- offBottom
<br /> a line Bottom c' B t /in Bottom of I � ' line 1
<br /> I ' $ footin ' f - focti,�g 9 ,ine
<br /> Bottom Of
<br /> Z of foo, in
<br /> N
<br /> E
<br /> A, �I B B B B footing I �
<br /> of footing-
<br /> _ _ o = I
<br /> v �W
<br /> W W{• a
<br /> Minimum she// thickness = i 6 x 3�6'lc. Bowe/s �' —No 5 wire @ 6 pitch.
<br /> I _ t _ ,
<br /> 7 gage. Contractor to be .. Q
<br /> rz
<br /> Ng 5 wire talo/ 4 with Pile m
<br /> J
<br /> responsible for furnishing waterproof � h - _ �' C� 6 pitch c, cL extension !oto,' 6 J c U E +. _ - ----#6 - For
<br /> shelend /closurediof sufficient ' o v; o ''pit F `�' — _ - - - -- - - E a! E' Q ° �I U
<br /> \i length see
<br /> s strength to drive without o'. ' �° y Q Note ,"F"
<br /> C
<br /> t _ 4
<br /> i E ti E I
<br /> distortion. r
<br /> a
<br /> C 'J1 win
<br /> C
<br /> � ow � I a 3 a, •,, vw; ._
<br /> J,
<br /> R' O yc O, oCil c,� I J
<br /> v
<br /> -Ng 8 Wire — O o J
<br /> 0
<br /> „ 2 a = C i
<br /> ( a 1 V
<br /> /4 3 t O
<br /> 6 _ _ '�
<br /> c o — --- - Minimum shell Bio.
<br /> --- $ -- at
<br /> Vi �} _ Ni Minimum she// dia - +'' 8r"
<br /> a
<br /> meter at t1 8 '
<br /> s min. tP � -'- '
<br /> 1) � Alternative ti Shope, '� '
<br /> p TH/S DET,4/L DOES NOT APPLY Minimum lip dameter=/O -' �6"l. ___ �' �' 6 Minimum shell thickness = 9 gage.
<br /> at option of conlractor. ~ Contractor to be responsible for
<br /> ° Lon itudinal reinforcement in the driven furnishing shells of sufficient thick-
<br /> Longitudinal g - O O
<br /> Hess to drive without distortion.
<br /> portion of Alternative W shall be
<br /> r, a
<br /> CONCRETEP, prestressed to IO,0001Fs. per bur. AL TERNAT/ VE TIP
<br /> ' AL TERNA T1 VE "U" " CAST-/N-PL ACE
<br /> CAST-IN-PLACE CAS T- IN- PL ACE
<br /> PRECAST _
<br /> ° ------- CONCRETE'- P/L E CONCRETE PILE
<br /> Extensions of Alternative ""U"" will not be permitted
<br /> .� above the ground with either the Typical Pile CONCRETE PILE CONCRETE PILE ALTERNATIVE "Y " AL TERNA r/ VE 'Z"
<br /> Extension or the /2" pile shell, AL TERNAT/VE `�I/Y" — --- - — T
<br /> -- - - AL TERNAT/ VE "X —
<br /> c� °' PILE NOTES
<br /> ,Three tins- As an a,'ternative to the reinforcement shown this
<br /> y
<br /> . r — pile may be prestressed by the use of steel
<br /> I l - strands to provide _ a_ _ total remaining force after For Alternatives �"W' and '"X"' the piles ma be driven full ler gM and ruf off
<br /> losses of not less than /50, 000 lbs. At no without extension or they may be exfended as shown at the option of the Ccntroctor.
<br /> \ M� When depth of concrete time shall the stress in the steel exceed 0. 7 When Alternatives '"Y"" and 'Z"" nre extended abovo ground, the Typical Pile Frtension
<br /> i 5 `o of its ultimate value. Place 6- "6 x 8' in to shall be 'rred.
<br /> o above the pile cut off p
<br /> h Alternative ""X" ma be extended is less than l'-8"" bars of prestressed ale to provide for pile extension shall be located P- 011
<br /> � I / y p p p p ©When pi/es are extended, the bottom of extension r ,
<br /> as an - octagonal section, shall be bent os shown. fcc _Jg or 'connection to ca or footing.g p 9' m;'nimum .,clow rmmd ,me in,ess shown c!herwise on the /ans.
<br /> e ,�N ,�ti} ham, N- 5 wire d 6 pitch. N' tcp of slob. Note F M Alternatives V'" and Z"" the length of #6 bars shall be either a
<br /> q) pminimum of / penetration or 12', whichever is the greater. Penetration shall
<br /> 6- Toto/ 6 i+e measured below the lowest of the following controlling e/evotions : 1
<br /> c°�i 1. Bottom of footing.
<br /> Q! Pile cut off 2. Top of final ground surface,
<br /> o 3. Top of original ground surface, when piles are driven through fi/1s.
<br /> PRESTRESS/NG NOTE 4. Top of bearing strata, when such stri is shown on the plans•
<br /> Ground line
<br /> All steel strand to be prestressed shall be high
<br /> DETA /L "G" tensile cold-drown stress relieved wire strand, of d=Io�E DEPARTMENT
<br /> O X a diameter not to exceed % , having an ultimate DESIGN SECTION " ' ""^' T ` " ' ` ' "V`
<br /> rE) : 1518N OF 11151hi S
<br /> ;
<br /> tensile strength of not less than 200, 000 p. s.i, Project Designee
<br /> ,<` 1 and an elongation of rupture of not less than Chief Designer
<br /> + 3% /n /0". oeslcN By Checked
<br /> TYPICAL PILE EXTENSION DETAILS By Checked
<br /> Typical except for Alternative U By Checked
<br /> ' " " JUANTITIEB PILE DETA/LS '
<br /> SPECIFICATIONS ?ian� � �.± Specs.
<br /> A
<br /> k... Engineer of pesign Civil License LE�� = — tel
<br /> Approval Reeomme nded by_ ____--______._.--__..__E,q and Slr�c��ral SCALE: "_ /�— OA BRIDGE FILE DRAWING i
<br /> —
<br /> -- —_ PREL DRAT iNG No. P-
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