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Concessionaire:
Projek Lintasan Sungai
Besi -Ulu Klang Sdn. Bhd.
Tingkat 3 Blok G, Excel la
Business Park,
Jalan Ampang Putra, Taman
Ampang Hi l ir,
55100 Kuala Lumpur.
Main Consultant:
Sepakat Setia Perunding Sdn.
Bhd.
Wisma SSP, Level 8-18 ,
No 1, J ln SR 8/3 Serdang Raya,
43300 Seri Kembangan,
Selangor.
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3
1INTRODUCTION
2
DESIGN ASSUMPTIONS
4DESIGN PACKAGES
DESIGN CONCEPTS
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SRI PETALING
SG. BESI
ALAM
DAMAI
CHERAS
KAJANG
CHERAS
HARTAMAS
BKT
TERATAI
PERMAI
TASIK
TAMBAHAN
PKN
AMPANG
KOSAS
BKT
ANTARABANGSA
AMPANG
POINT
TMN
HILLVIEW
ULU
KELANG
Main Line 24.6 km
Interchanges 14 nos.
Toll Plazas 3 nos.
BUKIT
ANTARABANGSA
BUKIT
BELACAN
TMN
KOSAS
TMN
PUTRA
TMN BUKIT
PERMAI
PANDAN
INDAH
TMN BUKIT
SEGAR
CHERAS
HARTAMAS
BDR TASIK
SELATAN
TAMAN
CONNAUGHT
ALAM
DAMAI
BKT
JALIL
SRI
PETALING
TASIK
PERMAI
TASIK
TAMBAHAN
JALANLOKE YEW
MIDDLE RINGROAD 2 (MRR2)
AKLEH
DUKE
GRANDSAGA
PLUS
BESRAYA
KESAS
TAMAN
DAGANG
DBKL
MPAJ
MPKj
92%
8%
Alignment Composition
Elevated
At-grade
SECTION A SECTION B
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Overall Alignment (Section A)
Sri PetalingInterchange
Sg. BesiInterchangeAlam DamaiInterchange
Cheras Kajang
Interchange
Cheras HartamasInterchange
Toll Plaza No.1And
Rest & Service
MRR2 to Ampang
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Alignment on Geological Map (Section A)
Granite
Quartzite and phyllite
Limestone
Schist
Vein quartz
Phyllite lens
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3
1INTRODUCTION
2
DESIGN ASSUMPTIONS
4DESIGN PACKAGES
DESIGN CONCEPTS
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1. Superstructure :-
i. Span Configuration
Short to medium span = 30.0m (U-Beam)
Medium span = 40.0m (T-Beam)
Special crossing = > 50.0m (Segmental B.G. & Balanced Cantilever B.G.)
ii. Bridge Articulation
1 module consist of 4 to 5 spans with continuous deck (link deck)concept
Precast beams seated on elastomeric rubber bearings
1 module consist of 4 to 5 spans
Bridge Structure / Bridge Type
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1. Superstructure :-
iii. Continuous Deck System (CDS)
Continuity with structurally continuous top slab, short lengths of thetop slab are locally separated from the top of the beams (BA 57/01)
Superstructure is constructed in the usual manner by simply supported
ends of precast beams on separate bearings
Span by span easy construction
Continuity with structurally
continuous top slab Proposed CDS
Bridge Structure / Bridge Type
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(iv) Parapet
- Reinforced concrete parapetdesigned to TL-4 impact
- Aesthetic faade or shape can be
designed to suit
(v) Rain Water Down Pipe (RWPD)
- uPVC RWDP class D to be used.
- RWDP not to cast in the bridge pier.
Bridge Structure / Bridge Type
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2. Substructure :-i. Pier type T-shape pier
Portal pier
Staggered portal pier
Double decker pier
ii. Cross head Precast segmental crosshead (post-tensioned)
Cast in-situ cross head
iii. Column shape
Rectangle shape with emboss/grooves (H < 25.0m) Hollow core pier with emboss/grooves (H > 25.0m)
iv. Foundation
Bored piles (non-displacement piles)
Caisson piles
Bridge Structure / Bridge Type
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3
1INTRODUCTION
2
DESIGN ASSUMPTIONS
4DESIGN PACKAGES
DESIGN CONCEPTS
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(i) Design Code & References
13.BS5400 Part 9: 1983 Code of Practice for
Design of Concrete Bridges Bridge Bearings, BSI14.BD28/87 Early Thermal Cracking15.BS6779 Parapets for Vehicle Containment on
Highways16.BS5950 Structural Use of Steel17.BS8004:1998 Foundations18.BD30/87 Backfilled Retaining Walls and Bridge
Abutments.19.BD31/01 The Design of Buried Concrete Box
and Portal Frame Structures.20.BD52/93 The Design of Highway Bridge
Parapets.21.BD57/95 Design of Durability22.BD74/00 Foundations23.BA24/87 Early Thermal Cracking of Concrete
(Advice Note).24.BA26/94 Expansion Joints for use in Highway
Bridge Decks
25.CIRIA Guide 1: A Guide to the Design of AnchorBlocks for Post Tensioned Prestressed Concrete.
26.AASHTO LFRD Bridge Design Specification 4thEdition, 2007
27.Guide Specification for Design and Constructionof Segmental Concrete Bridges (AASHTO) 2003Interim Edition
1. BD15/92 General Principles for the Design and
Construction Bridges: Use of BS5400: PT1: 1998BD20/92 Bridge Bearing Use of BS5400: Part 9:1983 BD37/01 Loads for Highway Bridges,Department of Transport and Traffic Highwayand Traffic.
2. BD58/94 Part 9 & 10 for the Design ofConcrete Highway Bridges and Structures withExternal and Unbonded Prestressing.
3. BS5400 Part 1: 1998 for General Statement
Steel, concrete and composite bridges, BSI4. BS5400 Part 4: 1990 Code of Practice for
Design of Concrete Bridges Steel, Concreteand Composite Bridges, BSI
5. BD24/92 The Design of Concrete HighwayBridges and Structures, Use of BS5400: Part 4:1990
6. BD33/94 Expansion Joints for Use in HighwayBridge Decks.
7. BD42/96 Design of Integral Bridge8. BD60/04 Vehicle Collision Load9. BS8006 Code of Practice4 for Reinforced Soil
and Other Fills10.BS8002 Code of Practice for Earth Retaining
Structures11.BS8110 Part 1 Structural Use of Concrete
Code of Practice for Design and Construction
12.BS 4449:1997 - Specification for carbon steelbars for the reinforcement of concrete.
DESIGN ASSUMPTION
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(ii) Concrete Grade
Structural Element Minimum Cube
Strength (N/mm2)
Aggregate Size
(mm)
Superstructure PrecastElement
50/55/60 20
In-Situ Superstructure 50 20
In-Situ Continuity Stitches 40 20
Parapet 40 20
Bearing Plinth 50 20
Pier Crosshead & Column 40/50 20
Abutment, bases & PileCap
40 20
Bored Piles 40 20
Precast Pile (Minimum) 60 20
Caisson 40 20
Blinding 20 20
DESIGN ASSUMPTION
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(iii) Cover to Reinforcement and Exposure Condition
Element Cover Detail(mm) ExposureCondition
Piles (Bored Cast In-Situ) 75 Severe
Pile caps 50/75 (soffit) Severe
Columns, crosshead anddiaphragm
50 Severe
Abutment and approach slab 50 Severe
Cast in-situ deck slab (soffit) 40 Severe
Cast in-situ deck slab (top) 40 Severe
Post-tensioned beam (sitecasting)
45 Severe
Pre-tensioned beam externalface
35 Severe
Pre-tensioned internal face 25 Moderate
Bearing plinth 50 Severe
Parapets 50 Severe
DESIGN ASSUMPTION
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(iv) Class Categories of Prestressed Concrete Structure
Class 1Under Load Combination 1 - HA load only Class 2Under Load Combination 2 to 5 HA or HA+30HB
(v) Traffic Live Load
HA & HB LoadingBridges shall be designed for HA loading combined with HB loadings and pedestrian live loadwhere appropriate in accordance with BD37/01and BD24/92. The following shall be adopted inthe analysis and design.
I. Serviceability Limit StateSLS Load Combination 1:Type HA+KEL loading for prestress design Class 1 (zero tension) and crack width check forreinforced concrete section.SLS Load Combination 2 to 5:
Type HA+KEL, or Type HA+KEL in combination with 30 units of HB to prestress design Class 2 for allbridge structures.
II. Ultimate Limit StateULS Load Combination 1 to 5:Type HA+KEL, or Type HA+KEL in combination with 45 units of HB.
DESIGN ASSUMPTION
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(v) Crack width
The serviceability limit state of crack for the reinforced concrete components shallfollow the requirements as specified in Clause 6.3.2.4 of BS5400-Part 4. The maximumdesign crack width shall not exceed 0.25mmbased on the nominal / actual concretecovers whichever is more.
(vi) Centrifugal force, longitudinal force, wind load, temperature load The above mentioned forces shall be designed in accordance with BD 37/01. Partial load
factor shall be in accordance with BD 37/01.
(vii) Creep & shrinkage The above mentioned forces shall be designed in accordance with BS 5400, Part 4. The
relative humidity is to be assumed at 70%.
(viii) Earthquake loading In view of the lack of standard and code of practice specifically available for Malaysia, it
is recommended that a PGA of 0.03gbe adopted for this project. This is based on thevalues widely adopted by current construction industry.
(viii) Vehicle collision load For collision force to piers within 4.5m of a carriageway shall design in accordance to BD
60/04, The Design of Highway Bridges for Vehicle Collision Loads. For collision force to piers greater than 4.5m from the edge of a major carriageway with
a safety fence shall design in accordance to BS 5400 Part2 Cl 6.9.
DESIGN ASSUMPTION
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3
1INTRODUCTION
2
DESIGN ASSUMPTIONS
4DESIGN PACKAGES
DESIGN CONCEPTS
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(Preliminary Alignment & Bridge GA)
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Item Package Name A1 A2 A3 A4 A5 A6
1 Lead Consultant SSP
2Detailed Design
Consultant (DDC)SSP JURUTERAS PSCE SSP EDP AMIN & TEH
3 Chainage (KM) 02.4 2.44.2 2.46.0 6.07.8 7.89.6 9.611.0
4Scope of Preliminary
DesignPreliminary Alignment & Bridge General Arrangement
5Scope of Detailed
Design
1) Road Works (including widening of existing roads)2) Bridge & Structure
3) Geotechnical (Bridge Foundation)
4) Drainage (for bridge / viaduct)
5) Relocation (or protection) of existing drainage, water pipe and sewer pipe
6) Toll Buildings & Infra
7) Toll Building & Toll Plaza (M & E Services)
8) Street Lighting (for bridge / viaduct) (including soffit lighting & high mast lighting)
9) Relocation of existing Street Lighting10) Relocation (or protection) of existing power and tele-communication cables)
11) Relocation of TNB Overhead Transmission Cable
6 Topographic Nature
Built-Up
Areas &
Rolling
Terrain
Built-Up
Areas &
Rolling
Terrain
Built-Up Areas
& Rolling
Terrain
Built-Up
Areas &
Rolling
Terrain
Built-Up Areas
& Rolling
Terrain
Built-Up
Areas & Hilly
Terrain
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Item Package Name A1 A2 A3 A4 A5 A6
7Traffic
Management
KESAS, MRR2,
KLSH &
BESRAYA
MRR2
Jalan 1/118B,Jalan Alam
Damai &
Persiaran Alam
Damai
Jalan AlamDamai, Persiaran
Alam Damai &
Jalan 1/144A
CherasKajang
Highway
Jalan BandarBaru Segar
Utama & Jalan
Bukit Segar
Jaya
8Upgrading of
Existing Road
MAJOR
(Widening of
KESAS & MRR2
for construction of
piers at median &
shoulder)
MAJOR
(Widening of
MRR2 for
construction of
piers at median
& shoulder)
MAJOR
(Existing Alam
Damai will be
modified tounderpass
adjacent to Toll
Plaza &
construction of
pier at median
& shoulder of
existing road)
MAJOR
(Existing Alam
Damai will be
modified tounderpass
adjacent to Toll
Plaza &
construction of
pier at median &
shoulder of
existing road)
NOMINAL
(Construction ofAcceleration &
Deceleration on
both side of
CherasKajang
Highway)
NOMINAL
(Traffic Light
Junction at JlnBandar Baru
Segar Utama &
Jln Bukit Segar
Jaya for ramp
connection with
SUKE)
9
Interfacing Issues
between Packages
& other Highways
Sri Petaling
Interchange & Sg.
Besi Interchange
(KESAS, MRR2,
KLSH &
BESRAYA)
MRR2
Jalan 1/118B,
Jalan Alam
Damai &
Persiaran Alam
Damai
Alam Damai
Interchange
(Jalan Alam
Damai &
Persiaran Alam
Damai)
& Jalan 1/144A
CherasKajang
Interchange
(Cheras
Kajang Highway)
Cheras
Hartamas
Interchange
(Jln Bandar
Baru Segar
Utama & Jln
Bukit Segar
Jaya)
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Package A1 Layout Plan
CHAINAGE CH.0 CH.2400
PACKAGE A1LOCATION SRI PETALING I/C
& SG.BESI I/C
LEADCONSULTANT &PRELIMINARYDESIGNCONSULTANT
SEPAKAT SETIAPERUNDING (SDN)BHD
DETAILED
DESIGNCONSULTANT
SEPAKAT SETIA
PERUNDING (SDN)BHD
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Package A1 Mainline Profile
Crossing ERL,STAR LRT, KTM
KESAS Hwy
To Sg Besi
To Ulu Kelang
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Elevated Viaduct Summary
Package Alignment Chainage Superstructure
Type
Span
Configuration
Substructure
Type
A1
Ch 0 -
2400
Mainline
Ulu Kelang
Bound
Ch. 950-
1330SBG
60+100+100+6
0+60+60
TPier (Precast
segmental x-
head), Portal Pier,
Single Pier
Supporting SBG
Structure &
Special Crossing.
Ch. 2045-
2280
Special
Crossing65+105+65
U-Beam & T-
Beam
U- (30m),
T- (>30,30,
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Bridge Foundation Estimated Pile Length
BH REF
COORDINATESAPPROXIMATE
BH CHAINAGE
APPROXIMATE
CHAINAGEPier ID
PILE
DIAMETER,
D (mm)
WORKIN
G LOAD,
WL (kN)
ESTIMATED SOCKET
LENGTH, (m)
ESTIMATED
PILE LENGTH,
bcl (m)E N
BH 18 146.851 -12125.972 CH 1500 CH1300 - 1600CH1225 - 1600 BP5BP13SP6SP15 2500 38000 65m in Hard Soil 95m
BH 22 184.062 -12041.878 CH 1600 CH1600 - 1950CH1600 - 1900BP14BP22SP16SP23 2200 32000 16m in Limestone 36m
BH36 724.736 -11770.507 CH2200CH2360
AP1AP4 2200 23820 11.0 in Limestone 23.0
JP1JP5 2200 24250 11.5 in Limestone 23.5
Main Line:
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Sri Petaling Interchange
Pile size, mm
dia.Pile Type
Estimated
working load,
kN
BH REF
ESTIMATED
SOCKET LENGTH,
(m)
ESTIMATED PILE
LENGTH, bcl (m)
1 MS10 900 Bored pile 4250 BH317.0 in very hard
soil41.0
2 MS20 900 Bored pile 4250 BH25 4.0 in Limestone 22.0
3 MS30 900 Bored pile 4250 BH1215.0 in very hard
soil42.0
4 MS40 1200 Bored pile 8500 BH424.0 in very hard
soil46.5
5 MS50 1200 Bored pile 8500 BH1925.0 in very hard
soil47.5
6 MS60 900 Bored pile 4250 BH13 4.5 in Limestone 28.5
Sungai Besi Interchange
Pile size, mm
dia.Pile Type
Estimated
working load,
kN
BH REF
ESTIMATED
SOCKET LENGTH,
(m)
ESTIMATED PILE
LENGTH, bcl (m)
1 MB10 900 Bored pile 4250 BH32 5.0 in Limestone 17.0
2 MB20 900 Bored pile 4250 BH30 4.5 in Limestone 12.0
3 MB30 900 Bored pile 4250 BH34 5.0 in Limestone 17.0
Bridge Foundation Estimated Pile Length
Interchange:
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Main Line Ulu-Kelang Bound
30m span U-12 Beams
Main Line Both Bound
Special Crossing
Cast In-situ Box Girder(65m+105m+65m)
Main Line Sg. Besi Bound30m span U-12 Beams
Main Line Ulu-Kelang Bound
Precast Segmental Box Girder
60+60+60
Main Line Ulu-Kelang Bound
Precast Segmental Box
Girder
60+60+60
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CHAINAGE CH.2400 CH.4200
PACKAGE A2
LOCATION MRR2
LEADCONSULTANT& PRELIMINARYDESIGNCONSULTANT
SEPAKAT SETIAPERUNDING(SDN) BHD
DETAILEDDESIGNCONSULTANT
JURUTERASENGINEERS SDNBHD
Package A2 Layout Plan
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Package A2 Mainline Profile
Along MRR2To Sg BesiTo Ulu Kelang
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Package Alignment Chainage Superstructure
Type
Span
Configuration
Substructure Type
A2
Ch 2400
4200
Mainline
Ulu Kelang
Bound Ch. 2400-
4200
U-Beam & T-
Beam
U- (30m),
T- (>30,
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BH REF
COORDINATES
APPROXIMATEBH CHAINAGE
APPROXIMATECHAINAGE
PIER ID
PILE
DIAMETER,
D (mm)
WORKING
LOAD, WL
(kN)
ESTIMATED
SOCKET LENGTH,
(m)
ESTIMATED
PILELENGTH,
bcl (m)
E N
BH37 711.250 -11522.108CH2360-
CH2520
AP5 2200 26560 13.0 in Limestone 26.5
JP6JP10 2200 28500 14.0 in Limestone 27.5
AP6AP9 2200 28500 14.0 in Limestone 27.5
BH38 715.995 -11420.693CH2520
CH3060
AP10AP23 2200 30040 14.0 in Limestone 36.5
JP11JP25 2200 30040 14.0 in Limestone 36.5
BH40 1043.074 -10890.923CH3060
CH3280
AP24AP29 2500 38090
15.5 in
Siltstone/Sandston
e
56.0
or 55.0 in hard soil 92.5
JP26JP31 2500 38090
15.5 in
Siltstone/Sandston
e
56.0
or 55.0 in hard soil 92.5
BH41 1169.623 -10826.079CH3280
CH3560
AP30AP38 2200 30810 7.5 in Granite 44.0
JP32
JP40 2200 30810 7.5 in Granite 44.0
BH43 1453.598 -10753.018CH3560
CH3660AP39 - AP41 2200 27900 7.5 in Granite 21.0
JP41JP43 2200 27900 7.5 in Granite 21.0
BH44 1528.471 -10646.438CH3660CH
3800
AP42AP44 2500 3730013.0 in Granite 55.0
59.5 in hard soil 94.0
JP44JP47 2500 3730013.0 in Granite 55.0
59.5 in hard soil 94.0
BH45 1650.572 -10556.56
CH3800
CH4140
AP45AP54 2200 28700 8.0 in Granite 30.5
JP48
JP57 2200 28700 8.0 in Granite 30.5
Bridge Foundation Estimated Pile Length
Main Line:
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Main Line Both Bounds30m span U-12 Beams
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P k A3 L t Pl
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CHAINAGE CH.4200
CH.6000
PACKAGE A3
LOCATION ALAM DAMAI
LEADCONSULTANT& PRELIMINARYDESIGNCONSULTANT
SEPAKAT SETIAPERUNDING(SDN) BHD
DETAILEDDESIGNCONSULTANT
PRODUKIFSEPAKATCONSULTINGENGINEERINGSDN BHD
Package A3 Layout Plan
P k A3 M i li P fil
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Package A3 Mainline Profile
To Sg Besi
To Ulu Kelang
El t d Vi d t S
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Package Alignment Chainage Superstructure
Type
Span Configuration Substructure Type
A3Ch. 4200
- 6000
Mainline
Ulu Kelang
Bound Ch. 4200-
6000
U-Beam &
T-Beam
U- (30m),
T- (>30,
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BH REF
COORDINATESAPPROXIMATE
BH CHAINAGE
APPROXIMATE
CHAINAGEPIER ID
PILE
DIAMETER,
D (mm)
WORKING
LOAD, WL
(kN)
ESTIMATED SOCKET
LENGTH, (m)
ESTIMATED
PILE LENGTH,
bcl (m)E N
BH46 1920.648 -10469.745 CH4140CH4220
AP55AP58 2200 25000 7.0 in Granite 16.0JP58JP61 2200 25000 7.0 in Granite 16.0
BH47
2346.904
-10434.779 CH4240
CH4600 AP59AP70 165015000 5.0 in Granite 30.59000 3.0 in Granite 28.5
BH48 2395.162 -10413.586 CH4600 -CH4940 AP71AP79 1650
18500 7.0 in Granite 19.013000 5.0 in Granite 17.0
BH49 2513.615 -10487.854 CH4940 -CH5320 AP80AP91 1650
16000 5.5 in Granite 32.510000 3.0 in Granite 30.0
Bridge Foundation Estimated Pile Length
Main Line:
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Main Line Both Bounds
30m span U-12 Beams
40m span T Beams
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Package A4 Layout Plan
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CHAINAGE CH.6000 CH.7800 & TP1
PACKAGE A4
LOCATION ALAM DAMAI LEN SENG
LEADCONSULTANT& PRELIMINARYDESIGNCONSULTANT
SEPAKAT SETIAPERUNDING(SDN) BHD
DETAILED
DESIGNCONSULTANT
SEPAKAT SETIA
PERUNDING(SDN) BHD
Package A4 Layout Plan
Package A4 Mainline Profile
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Package A4 Mainline Profile
Toll Plaza 1 To Sg Besi
To Ulu Kelang
Elevated Viaduct Summary
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Package Alignment Chainage Superstructur
e Type
Span
Configuration
Substructure Type
A4
Ch. 6000
7800
Mainline
Toll PlazaCh. 6020 -
6700U-Beam U- (20, 30)
Double Decker,
Toll Plaza Pier
Ulu Kelang
Bound
Ch 6700
7800U-Beam U-Beam
Double Decker,
Hollow Core Pier.Bkt Jalil Bound Ch 67007800
Alam Damai
I/CMA10, MA40 Ramps
U-Beam & T-
Beam
U- (30m),
T- (>30m,
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BH REF
COORDINATES
APPROXIMATE
BH CHAINAGE
APPROXIMATE
CHAINAGEPIER ID
PILE
DIAMETER,
D (mm)
WORKING
LOAD, WL
(kN)
ESTIMATED
SOCKET
LENGTH, (m)
ESTIMATE
D PILE
LENGTH,
bcl (m)
E N
Toll plaza CH6260- CH6780 TP1TP15
BH57 4284.935 -11121.723 CH6780 - CH6860 AP127AP130 165016000 6.0 in Granite 18.0
10000 3.5 in Granite 15.5
BH58 4457.439 -11051.700 CH6920 - CH7580 AP132AP148 165018500 6.0 in Granite 24.0
13000 4.0 in Granite 22.0
BH64 5212.436 -10690.780 CH7880 CH74207900 AP144 -AP155 1200 7000 3.0 in Granite 30.0
Bridge Foundation Estimated Pile Length
Main Line:
Bridge Foundation Estimated Pile Length
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Alam Damai Interchange
Pile size, mm
dia.Pile Type
Estimated
working load, kNBH REF
ESTIMATED SOCKET
LENGTH, (m)
ESTIMATED PILE
LENGTH, bcl (m)
1 MA10 1500 Bored pile 10000 BH57 4.0 in Granite 16.04 MA40 1500 Bored pile 10000 BH58 3.5 in Granite 21.5
Bridge Foundation Estimated Pile Length
Interchange:
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Main Line / Toll Plaza
30m span U-12 Beams
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PROPOSED REALIGMENT BY PUBLIC - MANDARINA
Proposed East West Link EWL) Expressway by Taman BukitMandarina 2 Residence : on 18thOct. 2012; Selangor State appointed UTM Prof. Dr.
Othman Che Puan as independent cosultant to carry outcomparative study on the alignment,
on 07thFeb. 2013; the report was presented to UPEN, it was concluded that the original SUKE alignment is a better
option compared to EWL.
EAST WEST LINK
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PROPOSED ALAM DAMAI INTERCHANGE
ALAM DAMAI
TOLL PLAZA &INTERCHANGE
RAMPS TOPERSIARAN
ALAM DAMAI
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PROPOSED REALIGMENT BY PUBLIC ALAM DAMAI
DAMAI 23(2 storeys Shop Lots
4 storeys Shop Lots
(Under Construction)
(With 2 lanes Ramp Toll)To acquire: 28 shop lots (2 storeys) 21 nos. of terrace houses 1 construction areas Damai 23
Shop Lots under construction
PROPOSEDRAMPS TO
JALAN ALAMDAMAI WITHRAMP-TOLL
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Package A5 Layout Plan
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CHAINAGE CH.7800 CH.9600
PACKAGE A5
LOCATION CHERAS KAJANG I/C &FORESTRESERVE
LEADCONSULTANT& PRELIMINARY
DESIGNCONSULTANT
SEPAKAT SETIAPERUNDING(SDN) BHD
DETAILEDDESIGNCONSULTANT
EDPCONSULTINGGROUP SDN BHD
Package A5 Layout Plan
Package A5 Mainline Profile
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Package A5 Mainline Profile
Crossing Cheras Kajang Hwy
Forest Area
To Sg Besi
To Ulu Kelang
Elevated Viaduct Summary
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Package Alignment Chainage Superstru
cture
Type
Span
Configuration
Substructure Type
A5 Ch. 7800 -9600
Mainline
Ulu Kelang
Bound -U-Beam &
T-Beam
U- (30m),
T- (>30m,
30m,
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BH REF
COORDINATES APPROXIMATE BH
CHAINAGE
APPROXIMATECHAINAGE
PIER ID
PILEDIAMETER, D (mm)
WORKING LOAD,WL (kN)
ESTIMATEDSOCKET
LENGTH, (m)
ESTIMATED PILELENGTH, bcl
(m)E N
BH64 5212.436 -10690.780 CH7880 CH7420 7900 AP144 -AP155 1200 7000 3.0 in Granite 30.0
BH 67 5195.718 -10602.625 CH 7980 CH7900 8020 BCP1 BCP2 1200 7000 4.0 in Granite 19.0
BH 70 5156.615 -10515.240 CH 8100 CH8020 8120 BCP3-BCP4 1200 7000 3.5 in Granite 15.5
BH 72 5174.268 -10434.413 CH 8140 CH8120 8180 AP156 1200 7000 3.5 in Granite 24.0
BH 74 5216.026 -10361.218 CH 8200 CH8180 8220 AP157 1200 7000 3.5 in Granite 12.5BH 75 5256.393 -10317.487 CH 8240 CH8220 8260 AP158 1200 7000 3.5 in Granite 9.5
BH 76 5256.448 -10252.312 CH 8320 CH8260 8300 AP159 1200 7000 3.5 in Granite 13.0
BH 77 5140.376 -10221.072 CH 8400 CH8300 8520 AP160- AP165 1200 7000 3.0 in Granite 31.5
BH 79 5029.842 -10080.072 CH 8560 CH8520 8820AP166 - AP
1721200 7000 2.0 in Granite 33.5
BH 81 4990.014 -9808.321 CH 8900 CH8820 8980 AP 173 1200 7000 2.5 in Granite 34.0
BH 84 5056.787 -9747.469 CH 9200 CH8980 9380 AP174- AP183 1200 6500 3.5 in Granite 20.0
BH 88 5445.465 -9489.165 CH 9520 CH9380 9680 AP184 AP191 1200 6500 2.0 in Granite 30.2
Bridge Foundation Estimated Pile Length
Main Line:
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Main Line
40m span T Beams
30m Span U12-Beam
Main LineSpecial Crossing
Cast In-situ Box Girder(60m+100m+60m)
Ramp
30m span Voided Deck30m Span U12-Beam
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PROPOSED ACQUISITION OF JBTN HUTAN DAERAH , SELANGOR
JBTN. HUTAN
OFFICE &QUARTERS
EXISTINGROAD TO
BKT SEGAR
PROP. NEWROAD TO
BKT SEGAR
Proposed affected forestry assets to be acquire due to: the existing access road will not have sufficient clearance heightto occomadate new ramp by SUKE, The proposes new road will utilise acquired forest.
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CONSTRUCTION OF HIGH MAIN LINE &RAMPS
HIGH MAIN LINE
SPANING OVERCHERAS KAJANG
HIGHWAY
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CONSTRUCTION OF HIGH MAIN LINE &RAMPS
MRT
To Sg Besi
To Ulu Kelang
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CHAINAGE CH.9600 CH.11000
PACKAGE A6
LOCATION FORESTRESERVE
LEADCONSULTANT& PRELIMINARYDESIGNCONSULTANT
SEPAKAT SETIAPERUNDING(SDN) BHD
DETAILED
DESIGNCONSULTANT
AMIN & TEHSDN
BHD
Package A6 Mainline Profile
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Forest Area
Join to Section B
To Sg Besi
To Ulu Kelang
Elevated Viaduct Summary
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Package Alignment Chainage Superstruc
ture Type
Span
Configuration
Substructure Type
A6 Ch. 9600
11000
Mainline
Ulu KelangBound -
U-Beam &T-Beam
U- (30m),T- (>30m,
30m,
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BH REF
COORDINATES
APPROXIMATE
BH CHAINAGE
APPROXIMATE
CHAINAGEPIER ID
PILE DIAMETER,
D (mm)
WORKINGLOAD, WL
(kN)
ESTIMATEDSOCKET LENGTH,
(m)
ESTIMATE
D PILE
LENGTH,
bcl (m)
E N
BH 89 5665.037 -9435.858 CH 9700 CH96809860AP192-
AP1931200 6500 2.5 in Granite 20.5
BH 92 5700.877 -9285.679 CH 9860 CH98609960 1200 6500 2.5 in Granite 22.0
BH 94 5803.094 -9189.076 CH 10000 CH996010150 1200 6500 1.5 in Granite 33.0
BH 96 5922.150 -9034.422 CH 10180 CH10150
10200 1200 6500 3.0 in Granite 10.5
BH 97 6005.887-9007.
690CH 10260 CH1020010300 1200 6500
19.0 in very hard
soil34.0
BH 98 6019.469 -8917.643 CH 10320 CH1030010540 1200 6500
21.5m in very
hard
soil
32.0
BH 99 5991.049 -8724.717 CH 10540 CH1054010780 1200 6500 2.5 in Granite 17.5
BH 100 6044.784 -8548.463 CH 10720 CH1078011120AP194-
AP203
1200 7000 3.0 in Granite 27.0
Main Line:
Bridge Foundation Estimated Pile Length
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Cheras Kajang Interchange
Pile size, mm
dia.Pile Type
Estimated
working load, kNBH REF
ESTIMATED SOCKET
LENGTH, (m)
ESTIMATED PILE LENGTH,
bcl (m)
1 MK10 1200 Bored pile 8500 BH77 3.5 in Granite 32.0
1a MK10 1500 Bored pile 10000 BH69 3.5 in Granite 21.5
2 MK20 1500 Bored pile 10000 BH68 4.0 in Granite 14.5
3 MK30 1500 Bored pile 10000 BH64 3.5 in Granite 29.0
4 MK40 1500 Bored pile 10000 BH64 3.5 in Granite 29.0
4a MK40 2000 Bored pile 20000 BH64 5.5 in Granite 31.0
5 MK50 1500 Bored pile 10000 BH78 4.5 in Granite 19.5
Interchange:
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Main Line
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Main Line
40m span T Beams30m Span U12-Beam
Main LineSpecial CrossingCast In-situ Box Girder(60m+100m+60m)
Ramp30m span Voided Deck30m Span U12-Beam
At Grade
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TERIM K SIH
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