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Single Span UHPC Bridge used at Sungai Chenerai from Tol Chenor to Bandar Tun Abdul Razak


Project: To Construct Bridge at Sungai Chenerai from Tol Chenor to Bandar Tun Abdul Razak Jengka, Maran, Pahang.



(Menaiktaraf Jalan Persekutuan FT 83 Dari Tol Chenor Ke Bandar Tun Abdul Razak Jengka, Maran, Pahang)

 
GPS Location: 3.7355540 N; 102.5382080 E

Structure Type: Single Spans 50m by 14m Wide (Left & Right) Composite Bridge System.

Superstructure Feature: 3 pieces of DURA® UBG2000-50m with Cast In-Situ RC Deck

Substructure Feature: Cast in-situ RC abutments

Foundation Feature: 300mm dia. Micropiles (Class B)

Loading Type: HA+ 45 units HB loadings (BD37/01)

Client: JKR Malaysia   JKR                                  S.O.: JKR Malaysia     JKR

Consultant: DPI Konsult Sdn Bhd

Contractor: Iswarabena Sdn Bhd    iswarabena logo

Contract Period: 12 months

Construction Status: Under Construction
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
Existing Sg Chenerai Bridge from Tol Chenor to Bandar Tun Abdul Razak.
1/2 
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Single Span UHPFRC Bridge for (Bridge 2) Bukit Gambir, Ledang Johor.


Project   : To Change a Narrow and Old bridge at KM 1.9, 3.3, 4.9 and 7.4 Jalan Sengkang, Bukit Gambir (J143), Ledang Johor, Johor Darul Takzim (Bridge 2).


(Cadangan Menggantikan Jambatan Sempit Di KM 1.9, 3.3, 4.9 Dan 7.4 Jalan Sengkang, Bukit Gambir (J143), Ledang Johor, Johor Darul Takzim)
 
GPS Location: 2.2421633 N; 102.6667053 E (Bridge 2)

Structure Type: Single Span UHPC I Beam Composite In Situ Deck Bridge System: 18m x 12.5m wide.

Superstructure Feature: 9 pieces of DURA® IBeam650-18m

Substructure Feature: 2 nos. of cast in-situ RC abutments and 2 nos. of cast in-situ RC piers.

Foundation Feature: 450mm dia. Spun pile (Class B)

Loading Type: HA + 30 units HB loadings (BD37/01)

Client: JKR Johor  JKR              S.O.: JKR  JKR

Consultant: Perunding Sejati Sdn Bhd

Contractor: Golden Kluang Sdn. Bhd.

Contract Period: 24 months

Construction Status: Under Construction       

600mm dia, spun piles used as foundation.
600mm dia, spun piles used.
Construction if abutments.
Bridge site.
Construction of abutments.
Abutment A.
Beam launching in progress using mibile cranes (231217).
Positiong of precast beams on the abutments (231217).
Lifting of 5th beams using two units of 20 tonnes mobile crane (231217).
All Dura IB650-18m are launched in position (231217).
600mm dia, spun piles used as foundation.
01/10 
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Single Span UHPC Bridge used at Bukit Gambir (Bridge 1) , Johor

Project   : To Change a Narrow and Old bridge at KM 1.9, 3.3, 4.9 and 7.4 Jalan Sengkang, Bukit Gambir (J143), Ledang Johor, Johor Darul Takzim.

(Cadangan Menggantikan Jambatan Sempit Di KM 1.9, 3.3, 4.9 Dan 7.4 Jalan Sengkang, Bukit Gambir (J143), Ledang Johor, Johor Darul Takzim)

GPS Location: 2.2312473 N; 102.6607008 E (Bridge 1)

Structure Type: Single Span UHPC I Beam Composite In Situ Deck Bridge System : 18m x 12.5m wide.

Superstructure Feature: 9 pieces of DURA® IBeam650-18m

Substructure Feature: 2 nos. of cast in-situ RC abutments and 2 nos. of cast in-situ RC piers.

Foundation Feature: 300mm dia. Spun pile (Class B)

Loading Type: HA + 45 units HB loadings (BD37/01)

Client: JKR Johor   JKR

S.O.: JKR    JKR

Consultant: Perunding Sejati Sdn Bhd

Contractor: Golden Kluang Sdn. Bhd.

Contract Period: 24 months

Construction Status: Under Construction       

Demolition and site clearing work.
Piling of 60mm spun pile.
Bridge site.
Piling work completed.
Abutments (221217).
Plint seating and dowel bars are ready (221217).
Lifting of beams using two mobule cranes 220118).
Two beams positioned.
Four beams positioned.
Positioning 6th beams.
Positioning 7th beams.
All 9 beams launched within 2 hours.
All beams launched.
Demolition and site clearing work.
01/13 
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