Horizume Bridge 2nd and 3rd combined sewerage improvement works

Construction details High-density slurry type pipe jacking method
Method SS moll method
Completion date May. 2010
Location of Construction Wakayama city, Wakayama Prefecture
Ordering party Wakayama city
Pipe diameter φ1100㎜
Distance L=690.0m
Type of soil Gravel soil
Gravel size φ90㎜

Work summary

Nominal diameter φ1100mm
Distance of pipe jacking L=690.0m
Type of soil Gravel soil
N value
Percentage of gravel
Maximum gravel size
Groundwater level
Underground obstacles
Construction period