Slide Corrections

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Beaty Construction works on a wide range of slide correction projects utilizing our various earth retention applications such as soil nails, ground anchors, shotcrete, sheet piling and tangent piles.

Mount Tabor Road Slide Correction

Project Location: New Albany, IN
Owner: INDOT and New Albany
Engineer / Architect: Beam, Longest & Neff
Completion: 2019

  • Shotcrete = 2,500 SFT
  • Soil Nails = 49 EA

Overview

Beaty Construction was a specialty contractor on the two-part slide correction on Mount Tabor Road along Slate Run.  The second part was a design/build soil nail and shotcrete buttress down to flow line of Slate Run.  Construction required extensive dewatering of slate run.  All soil nails were drilled in the rock face to secure shotcrete and a toe wall was installed to prevent further erosion.

Key Quantities

  • Shotcrete = 2,500 SFT
  • Soil Nails = 49 EA

Ohio DOT 197024

Project Location: US 50, Cincinnati, OH
Owner: Ohio DOT
Architect/Engineer: Beaty/Palmer Engineering/Terracon
Completion Year: 2019

  • 1100 LF of slope stabilization
  • 80 ea Soil Nails
  • 7000 SF of Finished Shotcrete Wall Placement

Overview

Beaty Construction was the successful low design/build bidder on the ODOT US 50 emergency slide repair project. Beaty, Palmer, and Terracon utilized a combination of design approaches and construction methods to stabilize the existing slope.

Highlights

  • 1100 LF of slope stabilization
  • 80 ea Soil Nails
  • 7000 SF of Finished Shotcrete Wall Placement
  • 2000 SF of H-Pile/Precast Lagging Retention
  • 2500 CYS of slope excavation
  • 7000 Tons of stone placement
  • 1000 LF of storm sewer installation
  • 1100 LF of Curb/Gutter Slip Forming

U.S. 150 Slide Corrections

Project Location: Martin County, IN
Owner: INDOT
Engineer / Architect: VS Engineering
Completion: 2020

  • Shotcrete = 15,100 SFT
  • Soil Nails = 487 EA

Overview

Project consisted of four design/build soil nail and shotcrete walls to correct landslides along U.S. 150.  Construction required extensive dewatering of slate run.  Each soil nail wall design was unique, including soft soils with high moisture content, granular seams, stiff soils, and bedrocks.  One of the walls included a stormwater structure with outlet pipe that required MSE wire wall section.

Key Quantities

  • Shotcrete = 15,100 SFT
  • Soil Nails = 487 EA