◆Constrcution method：Erecting both cross beam and viaduct segment

◆Max. hanging load：

Max. cross beam weight: max.length 51.5m, 710ton of 16pcs  (weight exclude hangings)

Max. full span weight:40m span, 700ton of 16pcs (weight exclude hangings)

◆Max. Launching Span：≤40m

◆Max. segment weight：Cross beam: 60t  max. segment: 100t

◆Feeding method：

Cross beam: Feeding from bottom only

Segment: feeding  from bottom, front and rear

◆LG moving speed：longitudinal 0-1m/min, transverse 0-1m/min

◆Winch trolley：Rate capacity 100t（exclude lifting spreader）/ lifting height 45m under pulley

◆Winch trolle speed：hoisting 0-2.7m/min(load); travel speed 0-10m/min(load)

◆Winch trolley transverse shift：±500 mm

◆Lifting spreader：±180° Rotating ,slope adjustment: transverse ±5%, longitudinal ±5%

◆Service crane：10t

◆Construction cycle time:13-15days/span

◆Total power：175kW

◆Total weight：635t