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1 August 2008 DFI Case Histories Deep Foundations Helical Pile Foundation for Alexan Broadway Parking Structure Howard A. Perko, Ph.D., P.E. Magnum Piering, Inc. August 2008 DFI Case Histories Deep Foundations Outline Project Introduction Foundation Design • Installation Load Testing • Conclusions

Helical Pile Foundation for Alexan Broadway Parking Structure

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Page 1: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Helical Pile Foundation for Alexan Broadway Parking

StructureHoward A. Perko, Ph.D., P.E.

Magnum Piering, Inc.

August 2008DFI Case Histories Deep Foundations

Outline

• Project Introduction• Foundation Design• Installation• Load Testing• Conclusions

Page 2: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Project Introduction

• Brownfield Site in Denver, CO• 4-Story Parking Structure• Pre-cast Concrete Construction• 50 - 500 kip Column Loads• Shear Wall Loads = 50 kip/ft• 36,000 sf Footprint• Underground Storm Detention

August 2008DFI Case Histories Deep Foundations

Page 3: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

August 2008DFI Case Histories Deep Foundations

Subsurface Conditions

20 feet Trash Fill

10 feet Loose Sand

5 feet Expansive ClaystoneSandstone Bedrock

Page 4: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Foundation Design

Magnum 6” Helical Piles

August 2008DFI Case Histories Deep Foundations

Lateral Pile Analysis

Page 5: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Shear Wall Model

August 2008DFI Case Histories Deep Foundations

Shear Wall Results

Page 6: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Foundation Plan

August 2008DFI Case Histories Deep Foundations

Green Alternative

• Efficient Design of Helical Pile Resulted in Reduced Carbon Footprint

Page 7: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Installation

August 2008DFI Case Histories Deep Foundations

Installation

Page 8: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Installation

• Monitor Torque Readings until Driving Criteria is Satisfied

• 42,000 ft-lbs

August 2008DFI Case Histories Deep Foundations

Compression Load Testing Helical pier compression test: Alexan Broadway Station

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Applied Load (Ibs)

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Ave Dial Readings

DL=100.00 kips

Figure 1

Page 9: Helical Pile Foundation for Alexan Broadway Parking Structure

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August 2008DFI Case Histories Deep Foundations

Tension Load Testing Helical pier tension test: Alexan Broadway Station

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Applied Load (Ibs)

Dis

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Ave Dial ReadingsDL=50.00 kips

Figure 1

August 2008DFI Case Histories Deep Foundations

Conclusions

• Large Diameter Helical Piles Support Loads as High as 50-100 Tons

• Helical Piles are an Effective Foundation for Brownfield Sites

• Helical Piles are an Environmentally Friendly Foundation

• Quality Assurance through Calculations, Torque Monitoring, and Load Tests