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As of June 30, 2003

Physical Progress

Contractor

JV of Thang Long and Truong Son

Commencement of the Works

1st July 2001

Contract period

900 days (Until December 31, 2003)

Time Elapsed (days)

723 of 900 (80.33%) Remaining 177 days

Progress

 

North Approach

Surcharge fill under removal

Lang Co Bridge (867m)

Completion of 214/218 bore piles (98.2%)

South Approach

Embankment completed

Photographs

General Sight View of Lang Co Bridge
Construction of A1: Stage 2
Construction of Footing at P12 Pier
Construction of P13 Pier: Cross Head
Construction of P15 Pier: Stage 2, 3
Construction Superstructure of Span 26
Slope Protection Work Sta.0+275-0+455 (Right)
Pipe Culvert At Sta. 0+420 Foundation Excavation
Box Culvert at Sta. 0+266 Foundation Excavation
Brick Wall of Toll Plaza Building

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Construction Supervision

Project Schedule passed 24 months and 06 months remained from the reporting month. Completion percentage was 75% based on the activities completion (including 55% of bridge work and 17% of road, Toll Plaza work and general requirement work).

Bored Piling

Total 218 nos of bored piles with different diameter are required for foundation. 

214 nos. of bored piles completed and 04 nos. remained. 

Completion percentage of bored piling is 98.2%. 

Foundation of piers: P2 was under preparation of piling work.

Substructure

2 abutments and 25 piers are required for Lang Co Bridge. 1

6 piers and 1 abutment completed up to cross head such as P7, P8, P9, P10, P11, P14, P16, P17, P18, P19, P20, P21, P22, P23, P24, P25 and South Abutment. 

5 piers and abutment are under construction of structure work such as P6, P12, P13, P15 and A1. 

Sheet piles for pit excavation of P12 completed. P1, P2, P3, P4, P5 were  under construction.

Superstructure

Launching of span 26, 25, 24, 23, 22, 21, 20, 19, 18 and 17 completed. 

Concrete of diaphragm of span 26, 25, 24 and 23 completed too. 

Reinforcing for Deck Slab of span 26, 25, 24 & 23 completed and concrete cast for these spans were under construction.

Approach Road

Surcharge fill on North approach road was under removal and mortar riprap was under construction. 

South approach was completed the embankment

Girder Production

Total 130 nos. of PCI girders were required to produce. 

2 places of girders prodction yard were under operation and 77 nos. of PCI girders completed the production. 

Completion percentage of girder production was 58%.

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