TerraSlope® 35

Manufactured by Terrafix Geosynthetics Inc.

Constructed at a slope angle up to 1.5H: 1V. Utilizes primary structural geogrids for internal stability of the slope.

Structures and Structural | Retained Soil Systems (RSS) | Wall / Slope

Certifications: PMC - Accepted for Use MTO DSM

Prequalification Lists: 
Ministry of Transportation, Ontario (MTO) - 9.70.56 - Retained Soil Systems (RSS), Wall / Slope (PDF)
  • Ontario Provincial Standards
  • American Society for Testing and Materials
    • ASTM D5262-07(2012) (supercedes GRI-GG3-90) - Evaluating the Unconfined Tension Creep Behavior of Geosynthetics
    • ASTM D6637-15 - Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method
    • ASTM D698-12e1 - Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3))
    • ASTM D6992-03(2015) - Accelerated Tensile Creep and Creep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method
  • Canadian Standards Association
    • CAN/CSA-S6-14 PACKAGE - Canadian Highway Bridge Design Code - Consists of S6-14 - Canadian Highway Bridge Design Code and S6.1-14 - Commentary on S6-14, Canadian Highway Bridge Design Code
  • Other Standards
    • FHWA A-NHI-00-043 (2001) - Mechanically Stabilized Walls and Reinforced Soil Slopes Design and Construction Guidelines
    • GRI-GG4-90 - Determination of the Long Term Design Strength of Geogrids
    • GRI-GG7 - Carboxyl End Group Content of PET Yarns
    • GRI-GG8 - Determination of the Number Average Molecular Weight of PET Yarns Based on a Relative Viscosity Value
    • GRI-GRI - Draft Standard Practise for Evaluating Geogrid Pullout Behaviour

Bradd Bergerson, Product Manager: Systems
Terrafix Geosynthetics Inc.
455 Horner Avenue
Toronto ON M8W 4W9
Phone: 416-674-0363 x230
Fax: 416-674-1159