General Information:
Range for construction: Km4+230.41 – Km4+693.41 (L=463m) belongs to “ Upgrade, widen National Highway 53( on segment) Km0+000 – Km7+722.53,segment 2: Km4+000 – Km4+722.53”,
Feasibility studying project of Vinh Long Province was approvedby Ministry of Transport according to 4691/QĐ-GTVT December 28th,2001
Captital for package: Government bond, municipal revenue
Demension :
Bridge type: Prestressed concrete bridge
Liftime: Permanent
Length: L=232.3m (including behind abutment)
Bridge spans: including 7 bridge spans, each of 33m
Design load: fleet H-30, accounted by XB-80, pedestrians load: 300KG/m2;
Cross section of bridge: 11.0m,( carriage way: 8m, pavement: 2.5m,safety lane: 0.5m), including 6 beams L33m
Supported pier by reinforced concrete on pile foundation width D1000, L=48-50m
Earthquake load: level 6
Gravity and ship load: equal to river level 5
Clearance for navigation: H=3.5m(calculating from water frequency 5%), B= 25m
Height of Local load: >= 2.5m calculating from current height
Breadth counts on the width of the current local load.
Workflow: 24 months
Contract Value :… billion VND