Geotechnical I Environmental I Geological I Mining I Pavement I www.geodesigninc.com Alternatives to Stone Base Construction Julio Vela Craig George Saunders.

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Presentation transcript:

Geotechnical I Environmental I Geological I Mining I Pavement I Alternatives to Stone Base Construction Julio Vela Craig George Saunders

Geotechnical I Environmental I Geological I Mining I Pavement I Range of Projects

Geotechnical I Environmental I Geological I Mining I Pavement I Subgrade Soil Type (fine-grained or granular) and associated susceptibility to damage during construction Groundwater Cut/Fill Requirements Earthwork Contractor Experience and Equipment Water Quality and Infiltration Requirements Design Requirement For Granular Layer, Support or Drainage Design Life (building smart) GEOTECHNICAL FACTORS FOR SYNTHETIC FIELDS

Geotechnical I Environmental I Geological I Mining I Pavement I DRAINAGE DESIGN CONSIDERATIONS

Geotechnical I Environmental I Geological I Mining I Pavement I CONVENTIONAL SYSTEM

Geotechnical I Environmental I Geological I Mining I Pavement I Mix Design: Soil Type, Correct Moisture, and Cement with Soil Appropriate Specialized Equipment Knowledgeable Contractors (amendment and earthwork collaboration) Good Specifications (mix of performance- and method- based with add/deducts) Quality Control Challenges: Knowledgeable Contractors, Curing Time, Infiltration, and cobble/boulder soils CEMENT AMENDMENT SUCCESS FACTORS

Geotechnical I Environmental I Geological I Mining I Pavement I AMENDED SECTION

Geotechnical I Environmental I Geological I Mining I Pavement I INFILTRATION TRENCH THROUGH AMENDED SECTION

Geotechnical I Environmental I Geological I Mining I Pavement I INFILTRATION TRENCH THROUGH AMENDED SECTION

Geotechnical I Environmental I Geological I Mining I Pavement I INFILTRATION DRAINAGE DESIGN CONSIDERATIONS

Geotechnical I Environmental I Geological I Mining I Pavement I Spreading Cement

Geotechnical I Environmental I Geological I Mining I Pavement I About As Difficult As It Gets

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Spreading Trouble Success

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Mixing/Tilling Optimal Conditions

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Mixing/Tilling Optimal Conditions

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Mixing/Tilling Too Wet Acceptable

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Mixing/Tilling Adding Water

Geotechnical I Environmental I Geological I Mining I Pavement I Initial Compaction Static Pad Roller

Geotechnical I Environmental I Geological I Mining I Pavement I Initial Compaction Trouble Success

Geotechnical I Environmental I Geological I Mining I Pavement I Finishing Compaction Trouble Success

Geotechnical I Environmental I Geological I Mining I Pavement I Liberty High School Field

Geotechnical I Environmental I Geological I Mining I Pavement I Liberty High School Field

Geotechnical I Environmental I Geological I Mining I Pavement I Liberty High School Field

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Amendment Design

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Amendment Design

Geotechnical I Environmental I Geological I Mining I Pavement I Quality Control 26

Geotechnical I Environmental I Geological I Mining I Pavement I Cement Amendment Field Testing

Geotechnical I Environmental I Geological I Mining I Pavement I COSTS 28

Geotechnical I Environmental I Geological I Mining I Pavement I COSTS 29

Geotechnical I Environmental I Geological I Mining I Pavement I Yes! Thank you for spending your time with us today. We look forward to opportunities to assist you in your projects. GeoDesign, Inc. George Saunders

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