Mirafi® HP Series Geotextiles
Mirafi® HP-Series Woven High-Performance Polypropylene Geotextiles
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Mirafi® HP-Series high performance geotextiles are used for base course reinforcement and soil stabilization/reinforcement applications. Produced from high tenacity polypropylene yarns, HP-Series Geotextiles are specifically designed to provide separation, filtration, and reinforcement for moderate to severe site condition. These geotextiles are extremely versatile, ensuring long-term performance in new roadway construction. The combination of high tensile strengths and excellent filtration/separation characteristics make Mirafi® HP-Series geotextiles the complete geosynthetic.
Mirafi® HP-Series woven high-performance polypropylene geotextiles function for:
- Separation
- Filtration
- Soil Reinforcement
- Confinement
The Difference Mirafi® HP-Series woven high-performance polypropylene geotextiles make:
- Weave provides excellent separation factors that control filtration and drainage
- High soil confinement for greater load distribution
- Durable and superior damage resistant
- Cross-roll direction strength when panels sewn together
System Solutions:
Mechanically Stabilized Earth
- Embankments
- Walls: Permanent and Temporary
Roadway/Railway Construction
Roadway and Railway Stabilization and Reinforcement
- Base course reinforcement and sub-grade restraint
Erosion Control
- Land Reclamation
Waste Management
- Containment
Mirafi® HP-Series woven high-performance polypropylene geotextiles…geosynthetics that make a difference.
CLICK HERE for our Separation & Reinforcement Ad!

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Product Description Sheet
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Pavement Base Reinforcement Brochure
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Installation Guidelines
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CSI Specifications
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Technical Notes
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MSDS
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Cad Drawings
Technical Data Sheets (MARV)
(PLEASE NOTE: Mullen Burst Strength ASTM D 3786 is not recognized by ASTM D-35 on Geosynthetics as an acceptable Geosynthetic test methods. Puncture Strength ASTM D 4833 is not recognized by Aashto M288 and has been replaced with CBR Puncture ASTM D 6241. Starting in 2010 these properties will no longer be published on our TDS.)
- HP270 Reinforcement Properties
- HP370 Reinforcement Properties
- HP465 Reinforcement Properties
- HP565 Reinforcement Properties
- HP570 Reinforcement Properties
- HP665 Reinforcement Properties
- HP770 Reinforcement Properties
- HP770PET Reinforcement Properties
- PP200X40
- PP300X40
Technical Data Sheets (Typical)
LEED Product Facts (HS Series)
Case Studies
- HP370 - Subgrade Stabilization - Chapel Hill, NC
- HP370 - Subgrade Stabilization - Makham, Ontario
- HP370 - Subgrade Stabilization - Owens Valley, CA
- HP570 - Subgrade Stabilization - Sandia Creek, CA
- HP370 - Base Reinforcement - Worcester State College, MA
- HP370 - Geary Dike Levee Repair - Klamath Falls, OR
- HP370 - Wrapped Face Wall - Columbia, MD
- HP370 - Base Course Reinforcement & Separation - Raleigh, NC
- HP570 - Subgrade Restrait - Garnett, KS
- HP570 - Subgrade Stabilization - Savannah Raceway, GA
- HP570 - Subgrade Stabilization - Lakeland, FL
- HP570 - Subgrade Stabilization - Port of Long Beach, CA
- HP570 - Base Course Reinforcement - Nellie Ranch, CA
- HP570 - Subgrade & Base Course Reinforcement - Natick, MA
- HP570 - Subgrade Improvement - Wichita, KS
- HP570 - Basal Reinforced Embarkment - Brunei
- HP570 - Channel Erosion Control - Talega - San Clemente, CA
- HP570 - Temporary Wire Wall - Key Largo, FL
- HP570 - Noisy River - Wrapped Face Wall - Ontario, Canada
- HP570 - DuPont Cherry Island - Wilmington, DE
- HP570 - Transmission Line Roads - FL
- HP570 - Geothermal Plant - Brawley, CA
- HP570 - I-35 Bridge Structure - Minneapolis, MN
- HP665 - Pulp & Paper Lagoon - Iron Mountain, Michigan
- HP770 - Sludge Lagoon Closure - Axis, AL
- HP770 - Geotextile Cap for Sea Floor Remediation - San Diego Bay, CA
- HP770 - Subgrade Stabilization - Rice County, MN
- HP770 - Base Reinforcement - Bellville, TX
- HP1500 - Sludge Lagoon - Highway I-670 - Columbus, Ohio
- HP270 - Test Section for Haul Roads - South Central, US
- HP570 - Subgrade Improvement - Owasso, OK
- HP570 - Subgrade Improvement SH 34 - Greeley, CO
- HP570 - Subgrade Improvement - San Juan, PR
- HP270 - Base Reinforcement - West Covina, CA
- HP570 - Base Reinforcement & Drainage - Boston Logan Airport, MA
- HP570 - Subgrade Stabilization - Headrick, OK
- HP570 - Subgrade Stabilization & Base Reinforcement - Greensboro, NC
- HP570 - Bridge Abutment - King County, WA
