Projects

 

Idaho State Capitol Building

Provide permanent and temporary shoring systems. The permanent shoring system was Drilled shafts with H-pile set in concrete with wood lagging. The temporary shoring system was Drilled shafts with H-pile set in concrete with steel sheet lagging.

 

Deer Flat Dam

The Temporary shoring system was driven PZ-27 sheet pile use to retain water. The sheets were 35’ and Stretched over 500 linear feet.

 

Worley N. to Setters

This project consists of pre-boring, pile driving and shoring. The pre-boring consisted of drilling 645 M through overburden and rock. Casings were driven through the overburden to the top of rock. The inside was drilled out using a down hole hammer and advanced into rock. The pile driving consisted of 1572 M of H-pile. Piles were driven through the overburden as well as through the pre-bored holes. A permanent retaining wall was constructed of soldier pile and wood lagging. The soldier pile was installed in 30” diameter holes with a minimum of a 5’rock sockets.

 

Burnt River 1

A total of eight 6’ diameter and three 4’ diameter shafts were installed on this project. 8’ diameter temporary casing was installed through silt and gravel. Rock sockets up to a minimum of 30’ were installed through basalt, limestone, slate, and dolomite on this project.

 

I-205 LRT Extension

 This project consists of Drilling (326 L.F) 84“ diameter, (85.5 L.F) 96“ diameter, (128.6 L.F) 102“ diameter, and (184.2 L.F) 108“ diameter .In addition, IFS Furnish and place over 200 L.F. of permanent transition casing and all the drilled shaft concrete.