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  :: Major Projects
 
 
  High Speed Rail Road, Madison - Watertown, Wisconsin  
 

The existing Canadian Pacific and Wisconsin Southern railroad between Milwaukee and Madison was being considered for improvement to accommodate the proposed (currently on hold) high speed rail between these two cities. GESTRA's scope of work included subsurface exploration and laboratory testing of soil for several rail bridges, culverts, retaining walls and rail/embankment widening for the High Speed Rail (HSR) project. Field investigation scope included over three hundred explorations including soil borings and cone penetration locations. Laboratory services included tri-axial, consolidation, permeability, soil index properties and chemical analysis for soil corrsovity.
 
     
  Butterfield Road Widening Lake County, Illinois  
 

Butterfield Road in Lake County, Illinois, from station 121+50 to station 200+00, was widened with new curb & gutters. The total project length was about 10,250 feet. The reconstructed road has five lanes, including a center turn lane. Paved shoulders were added as an improvement from the existing condition. Gestra Engineering performed the geotechnical drilling, laboratory testing of soil, and prepared the geotechnical engineering report
 
 

 
 
  US 41 Corridor Improvement, Brown County, Wisconsin  
 

The US 41 expansion project in Brown County, Wisconsin extends from Orange Lane at the south project limit to Lineville Road (CTH M) at the north end, over 14 miles. The objective of this expansion project is to accommodate more traffic and provide safer and easier travel. Key features of the improvement plan include interchange upgrades, added lanes and construction of roundabouts. Ten Hwy 41 interchanges are being planned for upgrading/reconstruction in Brown County. GESTRA’s scope of work includes performing subsurface exploration, geotechnical engineering analysis, and preparing structural geotechnical reports (SGR) for 23 road bridges, 38 retaining walls and 12 sign bridges.
 
       
  I-94 North South Corridor Widening, Milwaukee – Kenosha, Wisconsin  
 

The I-94 north-south corridor, a 32 mile section of interstate in Kenosha, Racine and Milwaukee Counties, is being reconstructed. The project includes adding one lane in each direction, reconstructing the Mitchell Interchange and reconstructing most of the structures between the Mitchell Interchange and the state border with Illinois. GESTRA performed more than 1000 borings for a total of over 40,000 lineal feet of drilling and monitoring well installation. In situ-testing included pressuremeter testing.
 
  135th Street Reconstruction Will County, Illinois  
 

135th Street in the City of Lockport, Will County, Illinois, from New Avenue to Archer Avenue, was widened with new curb & gutters. The reconstructed section of the 135th Street has been upgraded from a two lane to a four lane urban highway with a left turn median lane. Retaining walls have been constructed at several locations. GESTRA Engineering performed the field and laboratory soil testing and prepared the geotechnical report
 
   
 
 
  Good Hope Road and Brown Deer Road Bridges over I-43, Milwaukee, Wisconsin  
 

Proposed improvements at Good Hope Road and Brown Deer Road bridges over I-43 in Milwaukee County, Wisconsin include of reconstructing the existing bridges with longer spans to accommodate additional lanes on I-43. Exit and entry ramps from and to I-43 will also be realigned. Mechanically stabilized earth (MSE) walls will wrap around the new bridge abutments. Gestra Engineering performed the field and laboratory testing of soil and prepared the geotechnical engineering report following the Load and Resistance Factor Design (LRFD) method.
 
 
  Elm Road Power Generation, Oak Creek, Wisconsin  

GESTRA had been Completed a total of 47 standard penetration soil borings to depths varying from 20 to 100 feet, for a total of 2750.5 lineal feet of drilling. Boreholes were advanced using hollow stem augers (4 ¼” and 2 ¼”) until saturated sands were encountered that required mud rotary drilling and were abandoned with bentonite slurry in accordance with applicable WDNR regulations. Four soil borings were performed offshore in Lake Michigan using a barge.

Performed Pressure Meter Test in three boreholes at two elevations in each of these three boreholes. Data interpretation and reduction was completed by GESTRA Engineering Performed laboratory soil tests to assign classification and engineering properties to the soils encountered.

 
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