KOHALA r MUZAFFAR/ABAD -?-II

NIATIOh[ALFIIGHWAYAI]THORITY
MINISITRYOF COVIMIJNICAT'IOI\S
GOVII. CF_'THE FAKISTAN
KOHALA r MUZAFFAR/ABAD-?-II
CHATTAR TCALASBRIDGE
tuc-B - Nl- \\
TENDERDRAWINGS
JUI\E, 2012
TII
frI
NATIONAL ENGINEERING SERVICESPAKISTA},I (PVr) LIMITED.
NESPAK HOUSE
l-C, BLOCK.N, MODELTOWN EXTENSION, LAHORE, PAKISTANI.
LIST
S.NO.
oF
DRAWI
NGS
DRAW ING
NO.
TITLE
sA-224/A$/TD/zco1
GENERALNOTES
sA-224/033/TD/2Go2
GENERAL
ARRANGEMENT
sA-224/033/rD/2Ga3
TESTPILES_ CONCRETE
OUTLINE
AND RIINFORCEMENT
+
sA-224 /A$ /TD/2Go4
ABl AND AB2 _ PILES, CONCREIEOUTLINE& REINFORCEMENT
ABUTMENT
5
s^-224/A$/TD/2cos
PiER P1 -
6
s^-224/033/TD/2co6
ABUTMTNT
AB1 _ CONCRETE
OUTLINE
7
sA-22+/O33/rD/2cO7
AB2 ABUTMENT
CONCRETEOUTLINE
I
sA-224/Afi/TD/2c08
AB1 ABUTMENT
REINFORCEMENT
I
sA-224/033/rD/zcoe
AB2 - REINFORCEMENT
ABUTMENT
10
s^-224/033/TD
/2c1o
PILE CAP, AND WALL PIERS -
1l
sA-224/o33/r)/2G11
PILECAP,ANDWALLPIERS_ RE]NFORCTMENT
1a
sA-224/o33
/rD/2c12
PRESTRESSED
GIRDER31 .85O METERSPAN -
CONCREIEOUTLINEAND PRESTRESSING
DETAILS
13
sA-224/033/'tD/2c13
PRESTRESSED
GIRDER31,850 MT]-ERSPAN -
REINFORCEMENT
DEIAILS
14
sA-224/D33/'tD/2c14
- CONCRITEOUTLINEAND REINFORCEMENT
DECK SLAB AND DIAPHRAGMS
sA-22+/O33/TD/2G15
MISCELLANEOUS
DIIAItS
1
PILES, CONCRITEOUTLINE& REINFORCEMENT
FIXED END D TAILS-
CONCREIEOUTLINE
/l
ifi
&
iP'{t.l v !d.qr,-A
l\AllvllAL
nr \r nnAI
AU lnUllll
I
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MINISTRY
OF(]OM}IUNICATIOIiS
OFTHEPAKISTAN H E A D O F F I C E :
OOVT,
N E S P A KH O U S E , I - C , B L O C K N .
I/OD EL T O W N EXT EN SO N , LAH OR E PAKIST AN .
rI
tt .. .A,,t '))rsl ),
c.l
02
0l
R EV. DATE
.
tt- t 7 \iq,iffi'!4r
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- jt i't:,
DEScHIHTioN
RFAN ARSHAO
SUBM|TiED
..
isc0vvEr{0Ef
cHD-//ER.
APPROVED
KOHALA MUZAFFARABADROAD
CHATTARKALAS BRIDGE
LIST OF DRAWINGS
O A TE
O c T, 2 0 t l
D$rc No.
S CA LE
t:l
REV.
GENERAL
NOTES
1.
DESIGNSPECIFICATIONS:
6. STANDARDHOOKS
1.1
AASHTO STANDAROSPECIfCATIONSFOR HIGHWAYERIOGES_2002
1-2
\A€ST PAKISTAN COOEOF PRAC]]CE FOR HICI'IWAYBRIOGES-I967
(INHEREAPPUCAELE).
10. FO UNDAI O NS:
r 80'
90'
]O.2 SELECIEOCRANI]LAREACKFLL S],]OULOBE PLACEO]N LATERS OF IHICI<NESS
APPROPRIAIETO TIE COMPACTION
EQUIPMENT
ENSURINEA MINIMUMINSITU
COMPACllill\ OF 952 MoD|FIEDPROCTOR.
2. LI\'E LOADS:
2.1
SICLE -A\E 0F CLASS /|^ (vlLlTARY 70 T0\ rAN<) LOAD\G 0R VORE lHA\
2 LAN€S OF CLASS A _OAD|NOOF I|EST 6AkSrl!
C00E OF oRACT|CE
FOR HIGHWAYBRIOG€S_ 1967 W]ICH EVER GOVERNS,
2.2
A SINGLELOAD 0F 95 KN ON J0Ox600 mm AREA, FOR THE OESICNOF
OEO< SLAA ONLY.
IO.J PILES
(I) PILE LOAO IEST
1J5'
EENDING
OlAMETRE
:
3. GENERAL:
-
3,]
ALI" OMENS]ONSAR€ IN MILUM€TRESANO EI€VATIONSARE iN METRES
!NLESS O]HERWS€ NOT€D.
3,2
AIL ELEVA]IONSSHOWNON ORAWINGSARE F]NISHEDSURFACELEVELS
Ul.lLESSOTdeR!,lSE NoTEO,
J,J
ALL EXPOSEOCONCRETECORNERSAND EDGESSHALL BE CHAMFERED
0R flLLETED 20t20 mm UNLESSOTHERWSESPECIFEO,
3.4
GIRDERToF SHALL BE RoUCHeNED10 A FULL AMPUTUoE OF 6 md
4. MATERIALS:
4.1
4.2
7. LAPPEDSPLICES:
AlL LAPPED SPLICESSIIATL 8E I€NSION SPUCES AS PER TABLE . A
UNLESS OTHERWISE
NO]EO.
ALL OEVELOPI,iENT
LENGTHSHALI. BE AS PER TASL€ _ g IJN!€SS
olflER'#S€ NOTEo.
FOR SMALLERHEIGHTSOF WALLS UPIO 3 METRES,IAPP NG OF REEARS
IS NOT ALLOWEO.UNLESSO-IHERINSENOTED.
NOT MORE IHAN 5OZ OF ]HE EARS SHALL BE SPLICEDAI ONE LOCA]]CN
UNLESSO]HERWSE SHOIIII ON ORAWNGS.
'],II€N BARS OF D1FFERENT
SIZE ARE LAP SPLICEDIN TENSCN. SPUCE
LENC]H SHALL AE THE L^RGE8 OF OE\,€TOPMENT
L:NGTH OF LARGERBAR
AND T€NSIONLAP SPLICT LENCIH OF SMALLER8AR.
7.2
7,J
UNLESSOIHIRWISE NOTED,CONCREIESHALL AE CLASSNqO AS iOLLOWS:
75
coNcRETE
REINFORCEO
CLASS
Ar
28 OAyS (150 X too MM)
CYLNOER SIRENC]H MPO.
21 (3000 Psi)
x/AU Pl[R, mrNsotl. TBUTMENT
CAP.
'flNG 'TALts, CURTAJN
WALLS,
}BUTMENT
WALLSANORTE CAPS.
REINFORCEO
A2
28 (4000 Psi)
oEO<SLIB ANo oTAPHRAGV
0f BRlocE
RSNFORC€D
A3
pL€S.
PRESMESSED
01
28 (aoco Psi)
15 (sooo Psi)
B
-
14.5 (2000 Psi)
lo (l500Psi)
PLAIN
LEAN
8.1
PRESTRCSS€D
coNcRElE
G ROER.
4.4
UNLESS OIHSRWSE NO-IEO.ALL STRUC-IURAL
CONCRE1ESHALL BE
CLASS A1.
4,J
d4
4,5
4.6
PRESTRESSNGCABLES,
PRES'TRESSNG
STESL SHALL AE NORMALRELAXAIIONSTRANDS
co FoRMtNGTO AASHTO M20J (ASTM A-,i16), CRAOE27O HAVTNG
MlNlMUu ULIIM^IE ]INSILE SnENGTH OF 1660 MPo (270.000 P3i).
9.
THE iOLLO\ 4NG MINIMUMCONCRE]ECO\€R SHALL BE PROVIOEOTO
REINFORCING
S]EET UNLESSOTHERWS€NO']EO N C^SE OF 8EAMS.
PRESTRESSED
CIRDERS& PILES €Ic,Tlr€ CO\€R l,{llL BE VEASURED
FROV THE OUTER FACE 0F SIRRUPS, T|ES OR SPRTAL.
-
PRESTRESSEO
GIROER
T o P . . . . . . . . . . . . . . . . . . . . . - . . . . , . . . .2.5, , .m m
8 0 T T 0 M . . , . . . . , . . . ..,_. . . . . . ,_. ..
S'IIRRLJPSAND TIES .....,...
-
-
21
2A
lla
5,t5
615
475
21
2A
35
2l
9,r5
420
7J0
730
630
1185
910
r0?0
9 r5
'|420
1225
745
705
t090
425
l4
za
.15
z1
,6
2A
35
21
2A
35
2\
2A
565
945
1095
845
20-/a
r590
1770
rJ60
1580
215
?365
2020
ra 0 5
555
2665
2050
ls
21
2A
22AO
2035
JOo0
#14
21
28
r755
1365
?3r0
2565
2290
1765
t3
35
111
21
2A
35
820
f,s0
t975
JJSO
2445
2545
2190
1S60
1 4 . LISTOF SYMBOLS
AND ABBREVIATIONS:
=
C. Jt
=
A.
=
C/C
=
0lA.
=
,lT.
EXP.
=
EL.
=
G.!
POST-lENSIONIN
G:
=
N-S.L
P.C.L
SYM.
TYP.
q
TH.
=
=
=
=
r
=
CONSTRUCIION
JOINT
CENIREUNE
CENIER TO CENTER
DIAMEIRE
€XPANSON .lOlNT
ELEVAIION
G LVANI?EOIRON
M€TRE
I,I]LUMETRE
TABLE- B: DEVELOPMENT
LENG.IHS
GRADE
60 REINF0RCEMENT:
fv=420 Po
'I BARS
TENSIO
BAR
OTHER
TOP
(MP o )
5IZL
BARS
EARS
#4
,s
NAIURAL SIIRFACELEvEI
PRoflLE GRADE LEVEL
S'TMMETRICAL
ryPlCAL
Sk€w ANGLElN oEGREE
IHICkNESS
,6
T7
f8
THE JACKINGFORCE,CAALE ELONGATIONANO LOCKINGSLPPACE SHALL
AE IN ACCOROANCE
1IIIH +IE ORAMNGS ANY OEll^l]ON OR VARTATION
UUST BE REPORIEOTO I].]E ENGINEERBEFME CONI]NLJNG STRESSNG
#9
lHE CABLS AI(IS MUSI COINC]DEWlH THE ANCI]ORAGEAXIS B€HNO
IHE ANCHORAGEFOR A LENGTHOF AT LEAST ,{00 mh OR IRUMPEI
tENGIH, WHICHE\€R1S GREATER.
t10
SUITABLE SIE€L CHAIRS/5RAI.'|ES IO HO{.O ftE PRESTRESSINCCABL€
OIJCTSAND REINFORCEMENT
IN TFUE POS]TIONA1 ADEQIJATEINT€RVALS
(RAN6TNGFRO|J 0.8 TO r.? UETER) SHALL BE PRoV|DEO.
,11
21
28
21
2A
2\
2A
21
2a
2l
?a
21
2A
21
2A
21
2A
21
2A
545
,t20
365
730
560
630
,r85
700
910
745
605
1090
640
725
945
r590
1360
1E20
r5 5 5
2050
r5?5
1045
400
J95
540
1755
23r0
775
1975
520
2565
970
2190
645
UNLESSOTHERIIISENOTEO ]HE CYLINOERSTRENEft OF CONCREIEIN
PRES RESSEDCONCRETE
POST TENSIONEO
dRDER AT TRANSFER
-HAN
SqrLL NOT BE LESS
35 VPo (5000 psll.
!.10
COMPLETEPRES]RISSINC ]ENDONS OR CASLES SHALL CONSST OF HICh
TENSILEWRES OR CABLES AS SPECFIED N DRAWNGS ALONGW]H CORE
H€LIX, METAL SHEATHS.COUFIINGSAT AOEOUATElN]ERVALS,
PRSSIRESSINGANCI]ORACEs,BINOINGTAPE, MEIAT SPACERSANO OINER
ACCESSOR
ES.
*RAUry$$$ffi$
THNSmR
,1
III
;-MINIS?RY
OFCOIIMUNICATIONS
GOVTOFTHI PAXISTAN
]HE LIMI1S OF PROiECT]ONWORKSSHAIL BE AS SHO{N N THE
DRAWNGSANO AS DIRICT€D BY ]HE ENGINEER.
F IIF]ING ME'IHODIS USEO. G]ROERSSHALL BE LIF-TEOFROM BOTH ENDS
USINC UFT]NG HOLES / SLEEVESBY MEANS APPROV€DAY IHE ENGINEER.
- WALLS
, . , . . . . , . , . . . . ,5. ,0 m f r
. APPROACHSLAB.
8 O T T 0 M. , , . . . . . . . , , , . , . , . , . . , . . . .5, .0 m m
I O P . . . . . . , . , , . . . . . , . . , . . . . . . , . . , . . ,3. 0
. mm
AU lNUTII I
OTHER
BARS
PROVSIONSSHALL BE MAOE IN IHE END ANCHORACESFOR GROIJI]NG
THE CABLE OUCTSIMMEOIATELY
AFTCR TINSIONINC.AFTER SECURING]HE
ENO ANCHORAGES.ALL CABLES
SHAIL 8E PRESSUREGROUTEO]N THEIR
INII].I 'IHE SFEC]NCATIONS.
DI]CIS ]N ACCOROANCE
EARR]ER
NTbIIIIAI
TOP
BARS
NIERUED]AIECROUT\,ENTS SHALL 8E PROMOEON€ R lN€ LOIAESTPARTS
OF ihE CAAIE PROFILEAT AEOUI MID-L€NoTH OF lHE CABLES.CABLES
SHALL BE GROUTED
AFTER STRESSINGVII'IH FEEFLOWCABLE/
FLO'IICABIE.sO
oR EoU|VALENTas AppRo\,ED ay THE E\dNEER. ANCHoRAGEpoo<ETS
SHAL! AE flLLED VIITH 21 UPO (]OOO PSD CONCRETE
USN6 IOMM DOWN AGGREGATE,AFTER GROIJTINGAND MIMMNG CABIES-
TOP.aOnOM & gDES..-. 30 md
Pr ER/Pr r ES
7s m m
..,................_...
Pl€RSTIRRUPS
......,..,- ..- 50
.. mm
PltE CAP
................
75 flm
BEAM
IIAIIUI\AL
(MPo)
PROTECTIONWORKS:
SMESSING ENO. CONE PUI.L-IN AT BOITTENDS. OURINGTENSIONINC
-TO AND
AFTER ANCHOFCAESHAIL BE RECOROEOANO COMMUNICAT€O IHE
ENGINEERFOR ANY OEVIATION
5. CONCRE]ECO\ER:
DECK SLABS.
r 0 P 0 F s L A E S . . . . . . . . . .... . . .
B O T T o MO F S L A B . . . . . . , . . . . . . 2 5 m m
ALL EMBEOOEO
ITEMS SHATL AE SECURED N POS]I-]ONACCORDINCIO
IIE DRAVINGSEEFOREPROCE€DNGW]H THE CONCRET]NC.
9.3 CABLE EXTENSIONINCLUD€SA PUtL-lN VARGIN Ot 5 nm AT EACH
9,4
;3
12. EMBEDDED
ITEMS:
ALL CABLES SIiALL BE STRESSED,STMULTANEOI.]SLY
FROM AOft €NDS, IN
IHE ORDERSFECFIEO ON THE DRAWNGS.MAXIMUMPERMISSIBIES]RESS
BEFORELOO<INGSHAI.L BE 0.75 TIMESGUARANTEEDI]LIIMAIE TENSLE
STRENG1H(GIJIS),
STEEL TIJEES.
ALL ST€EL IUBES $iALL CONFORMTO ASTM A_5O1 HAVNG V NIMUM
YEID S'RENGTH OF ,5O [rPo {36,000 Psi),
-
CONCRETEIN DECK SLAB SHALL BE PLACEOIN FULL WDTH. NO
CONSIRUCNONJONI SHALL AE PERMITTEO,OIAPI]RAcMS AND OECK
SLAA SHALT 9E CAST MONOLITH]CALY.
CONCRETEFOR 'NE BARRIERSANO S OEV/ALI<S
SHALL AE PLACEONO
SOONERTHAN 20 DAYS FTER PLACINGOF CONCRETEIN TNE DECX
SLAB.
GIROERS SHALL 8E INSTALLEO lN IH€IR CCRRECT POSIIIOI{ Ot.1
BEARINGSBY L]FNNG OR LAUNCHINCANO SHALL 8€ 1EMPORARILY
BRACEDUNTIL CASTINGOF OIAPHRAGMS.
A MULTI-STRANDPOST TENS]ONINCSYSI€M SHAT! 8E UsED,
BEARINGPAOS SHALL CONFORUrc SECNON1E, "ELASTOVER
C EEARNG"
OF AASHTO SPECIFICA]]ONS
FOR H CIII'AY BRIOCTS,2OO2
4,4
OETAJLEDSAR BENDINGSCH€DULESI]ALL AE PREPAREO8Y IHE
CONTRACIORAND SUAMITTEOFOR ENGINEER'SAPPROVAL.
BEHND iNE AEUTVCN1 AND WNG V/ALLSA SELECIEOGRANULARFLI
PROVIOED,AS SHOI|N N THE ORAW]NGSOR AS APPROVEO
SHALL
'IHE8E
AY
ENGINEER.
AEARINGPADS-
4.7 OIjCIS FOR PRESIRESSINC
- IO SHALL EE > or = 6l mm
- FULLY GALVANIZEOSHEATH IH- > OT = 0,5 MM SHAI-L BE USEO
11. BAR EENDING
SCHEDULE:
TENSION BARS
BAR
stzE
10.4 IHE PILING U/ORKAT AU'TMENTSHALI- BE CARRED OUI AFTER COMPI.ETION
OF ESAANKMENTTJNLESSOTIERUSE OIRECIEDBY TFE ENG]NEER,
]F IAUNCI-]]NGIS I]SED IIIE MAXIMI]M CANTILEI,'ER
OVERHANCSHALL NOT
EXCEE03 m.
ALL EXPOSEDSURFACESSHAIL HAVE FAR FACEO NNISH I]NLESS
SPECflED.
O1HERWISE
S'IEEL REINFORCEVENT
REINFORONCS'IEEI SHATL 8E GRAOE60 SIEEL CONFOR&INCIO AASNTO
(ASnJ A-706) VtrH MTNMUM YEIO STRENOTHOF
420 []Po (00,000 Psi).
STRI]C']1]RALSTEET
ATT STRUCTURALSTEE! SHALL CONFORUTO AST\I A-36 HAVINC
UINIVUM YELo SIRENGIH OF 250 MPo (36,000 PsD. 80LTS ANo
NlTs SHATL CONFoR^! IO ,{SlU A-J07 0A EoU VAL€NT' ALL !|ELDS
SHALL CONFORMTO A,US (AMERICAN1NELDING
STANOARDS),
(v) PROVOE ONE ANo A HALF (1N) EXTRA TURNS OF THE SPRAL AT THE TOP
AND BOTIOM OF EACH PILE ANO AT EACH S€GMENTOF RENFORCEMENT
CA6E OR SPUCE OF UAIN LONqTUDINALRENFORCEMENT.
LAP SPLICES
GRADE
60 REINF0RCEMENT:
ly=420 MPo
(iv) LENGIT OF PILES ARE IENTATIVE ANo SUOULD BE vERflEo AFTER
PILE LOAO IEST.
CONSTRUC]ION
& ERECTION:
tt.
'IEST
PILE FOR LOAD
SHOUTOBE CAST AS SNO!$I ON INE DRA\4NG ANO
AT IOCAI]ON DREC]ED BY l]IE ENGINEEB,PILE SHALL 8E IES-IED UPTO
OESIGN
2.5 TIMES OF THE
LOAD. PILE LOAD CARRED OUT AS PER ASTV
0114J AND 1EST RESULTSSHALL BE SUAMIT]EDIO ENGINEERFOR APPROVALCONSIRUCTION
OF WOR(INCPILES SHALL COMMENCEAFT€R COMPLETION
ANO
INTERFRETATION
OF IESI RESULIS.
(iD PILE PROOF LOAD IESI
THE WORKINCPIL€S SHALL 8E CONSTRUCTED
AS PER BNAL DESICN.
-IO
AT LEAST ONE OF THE UrcRKNG PILES SHALL 8E SIJB!€CTED
PROOF LOAO'IES'I WTH LOAO I.5 TIM€S THE DESIGNLOAO.
(iii) PLANNINCFOR LOAD IESTS. SUPERVISON.INIERPRETAI']ONOF RESULTS
AND LOAO CARRYINCCAPACIIY SHALL 8E CARRIEOOU-I BY THE ENG]NEER,
CRADE60:D-8xd
7.,I
CONCRE-IE
ST IR R U P SA N D C O L U MNTI E B A R S : D = 4 d
FORd<OR=16mm.
oT H E R E A R S H A V I N G0 < 0 R = 3 2 mm :
-
7.1
ALL VATERIALSANO {TRKMANSHIP SaALL CoNFORM fO CoI.ITRACT
SPECIFCATIONS.N CASE IHERE IS NO SFECflCA]']ON FOR ANY MAI€RIAL
TO RELEVANI AAS|IIO A610 ASru
OR UORK THE SAME SHALL COI.IFORM
STANOARDS ANO SPECIFTCATTONS
ANO SHNLL BE },S O1RECI€O ANO
APPRO\€O 8Y THE ENCINEER,
TABLE
1O,I AlL THE EICAVAI]CN FOR OPEN FOUNOAIIONSSHALL BE SIJBLJECIEO
TO
NSPECTIONBY lNE ENEINEERPRIOR TO POURINCOF CONCRETE.
ENGINEERT\C
ry4IIgryAL
s-PA'KIS
r'\N
icE
ipt;"",11
HEADOFFICE: NESPAKHOUSE,l-C, BLOCKN,
MODELTO!!N EXTENSION,
LAHORE,PAKSTAN,
.1.^ n-/-{)
04
03
a2
OI
REV. DATE
: ... r, ft'i#iq. , )r.'-'
, i-.
"
:.'{,}Y:
::.1
4 t'
'oesbRrpYoN'
]RFAN ARSHAO
SI]BMIIIEO
qEccr,t\r!\oEt
CHD,AER.
APPROVEDAPPROVED
GENERALNOTES
KOHALA MUZAFFARABADROAD
UtsIA'I''l'E;JT
KALAS BHIIJGT.J
O A TE
J U N E ,2 0 ] 2
D W C .N O .
sA^22+/O33/TD/2c01
S CA LE
l:1
RE V ,
("')
t'i
15
- FXPJT
l F.t
lr85o
I ilT
1
|ilA
- ---------- -----ll
i i
uri---,--,{---------,--f--
)
6*'
- orrpHpA6rr( fyo.)
( T \P,) \
N .J .BAR R IIR
/
- - - - - h- - - - - - - - r + - -
-----il
---l
i'.
L:;
:l
--
-rI-.
-
|F*h1-
6100 GI PIPE
o 5000 c/c
rg
/
tl
-.---- - ----:-_--.
-
|
PIER
(ryp)
. ----___-_-__-4={
{_BRrocE
"l
PLAN
PI
1O I,.IUZAFFARABAD
TO ISTAMABAD
(r/P.)
(rYP.)
+L91.00
Jffm-;
-_ __-_ __1E!u!v_€*!ShqEe-
?rJ ol0OO PILES
PROTECTION
Y)"-6&td--r^'
EL,6t3 oO
-9r
PttESo1000
(rtP.)
KEY PLAN
N.J.BARR
ER
(TYP.)
l
WEARNG COIJRSE
1
lomm VILO S'IEEL LINER
OI.]TSIOEFAINTEDWfiH
AN-II-CORROsIVE
PA]NT
OF GREI COLOR
8EO
LEVEL
-uN*R-
NOTE:
FO R C E N E R A LN O TE SR E FE RO R A WI NG
NO . 2G 01,
scA[ 0
?
1
6
8
r0 UEIERS
l_t-J_J-4.'l
scd.E I 200
uNrfss 0T8ER
!flsE N0Tt0
SECTIONA_A
S C A L El : 5 0
NATIONAL
HIGH'I{AY
TUTHO
M]I{ISTRY
OFCOI,IMUNICATIONS
(]OW,OFTHOPAI{ISTAN HE AD O F F IC E :
N ESPAK H O LISE, l - C ,
BLO C K N ,
MODE-TOWNEXTE\SION,
LAFORE,PAKISIAN.
KOHALA MUZAFFARABADROAD
CHATTARKAI,AS BRIDGE
GENERALARRANGEMENT
sA-224/O$ nD /2GO2
(TO 8E AO,TJSIm AI S]TE)
#1O75
OUTER CASING
lornm THICK
OI]TER CASNG
l06m THICX
SECTION
A_A
(coNcRErE
or.ruNE)
SCATEl:25
INNER CASNG
lomm l}llcK
SECT1ON
A_A
(R€TNFORCEMOII)
SCALE
l:25
#4910o
SECTION
B_B
(coNc8m ouruNE)
SCALE 1:25
S E C T I OBN- B
(REINFORCEMqNr)
SCr.l-El:25
'|46100
BI
SECTIONC-C
(cor{cRErE
ouruNE)
SCqLE 1r25
SECTIONC_C
(R€INFORCEME}I'
SCAIE lr25
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NOTES
l. FOR cENERALNOTES REFER oRAWINCNo. 2G01,
ARE IN MT|RES UNLESS OTH€RWSEMENIIONEO
2. ALL DIMENSIONS
]. C RDERSSHATL AE NSTALLEOIN THEIR CORRECTPOSTONS ON
BEARING8Y LIFIiNG FROU BO'IH ENOS AND SHAI.L 86 IEMPORARILY
BRACEDUNTIL CASIiNG OF IHE OIAPHMGM.
SECTIONALPLAN A-A
(FOR TN]ERIOR
GTRDER)
SECTIONAL
PLANB _ B
4, A].L PRESTRESSED
CONCREIESHALL HAVE A MINIMUMCOMPR€SSVE
CYL]NDERsIRENGTH OF J5 MPO AT 2A DAYS.
5. GIRDERUFNNG DEIAILS SHALL BE PROVIOEDBY CON'RACTORFOR
ENG]NEER,S
APPROVAL.
6. TI€ FOLLOWINGVALUES HAVE BEEN ASSUMEO lN IHE CAICUIANON OF
Tl-rEoREnCAtELoNc TION/EXTENSIoN(Ao) OF TENoONS:
- looULUS oF €LASIICIIY, E=193,o00 MPo (28,000) rsi)
- CO€FNCIENTOF CURVATI]REFRICTON-o,25 PER RAOIAN
- WOBBLEFR|CTON COEFFICIENT=o,oo33PER u[-lER
FROM II']E AAOVEVALUES SIIATL BE REPORTEOTO
ANY OEVIATION
lHE ENCINEEB.
SCAI€ 1:20
7. STRESSINGSHALL BE SIOPPED ,TS SOON S ONE OF THE FOLLOWING
CONOITIONS
IS FULFILLEO:
- STRESSRE CHES O.70 IjUES GUARAMteEoULTTMA-IS
l€NslL€
II
I
.
SECTIONAL
PLANA-A
ooo
- ltl IHE Ev€l'I OF NON-CONFORMANCE OF ,AOVE. IHE IENDON UAY
8E REPLACED.
TENOON
8.
EXTENSIONCIV€N IN IAELE IS FOR THE JACKNG END.
(FOR EXTERIOR
GIRDER)
sCALE I: JO
AT MIDSPAN
WO F G I R D E R SECTION
E N DVSIcE
s C ALEl r 15
ALg l:15
SECTIONAT DIAPHRAGM
DATA FOR GIRDER
STRESSINCOF GRO€RS SHOULD BE DONE FROM BOTH ENDS.
'TENDON
OUCTSSI.]ALLBE CROT'IEOIMMEDATELYAFIER S'IR€SS]NG.
A N C i o R A G ES l l P S H O U L DB E L E S S T H N 5 m m .
DETAILSSHO$/N ARE BASED ON ftE STRONGITOLOUU(TI-STRAND SYSTEM
ALTERNATVEMULTI-SIRANO FOST'TENSIONING
OF POST TENSIONINC.
SYSTEM ]\IAY BE 1ISED BY lNE CONTR{CIOR IS SLJEIECTEOTO APPROVAL
8Y TNE El.lGNE€R.
OPERATIONS
TAE NOT TO BE STARTM UNIL'T}IE CONCRFIE
]J. PRESTRESSING
CNNS ITS FIJL! STRENGTH0F 15 VPo (5000 Psi).
1,1 AT ANCHOMGEENO. FLUSH T}IE O]APH&\GIJWIT}I EOTTOMFTANG€OF qROER
ANO KEEP lT ?5O mm AAoVE THE BOTTOMFTANGEFoR FREE ENO
9.
10.
11.
12-
S C A L EI r 1 5
TABLE-1
(6UTS)0R ACTUL €LONG^T|oN/EXI€NSION
ST&ENGTH
RE{C}rESl.l0 ^o.
(IN NO CASE JACKINGFORC€ STIOULD8E TESS IHAN AS G]VENtN TAAL[).
IF AT O.7O GUTS rcTUAL ELONG.\TION
IS SIILL BETOW0,95 AO
UPTO MAXIMUUOF 0.75 GI]TS.
STRESSINCSHALL BE PROCEEOEO
TABLE-2
JACKINGFORCE = 140 Tons-
ANCHORAGE
OATA
RECESS
T[NOON
N0,
J
t
l?'
44"
6 ,(8' o,!"
I35
5
S C A L E1 : 1 5
ANGLE
o(
1 47 23'
2
27"
to 05' 48'
ANCHORAGE
DETAI
RECESS
I
23
l6
,15
scAE 0
0.5
l-l-J-r-r-i-!-,1-r-J
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