Products
DuraHold®
DuraHold, a massive wall unit for massive walls.
The large size of Dura-Hold makes it an excellent choice for demanding structures up to 40ft (12.19m). Proper engineering and a good selection of components make this an exceptional wall system. It’s a great alternative to “poured” in place concrete.Colors
Natural
Custom Options
Shapes & Sizes
Standard
183 cm x 60 cm x 30 cm
72" x 23.625" x 11.75"
Coping 72
183 cm x 60 cm x 30 cm
72" x 23.625" x 11.75"
Coping Closed End 72
183 cm x 60 cm x 30 cm
72" x 23.625" x 11.75"
Wall Tieback
183 cm x 60 cm x 30 cm
72" x 23.625" x 11.75"
1/2 Standard
91.5 cm x 60 cm x 30 cm
36" x 23.625" x 11.75"
1/2 Coping
91.5 cm x 60 cm x 30 cm
36" x 23.625" x 11.75"
Corner 90°
152 cm x 60 cm x 30 cm
59.875" x 23.625" x 11.75"
Corner 45°
152 cm x 60 cm x 30 cm
59.875" x 23.625" x 11.75"
Features
Applications
Engineered Retaining WallRetaining Wall
SPECIAL ORDER
Minimum Quantities Apply
Surface Texture
Standard
Packaging
| Face Feet Per | Linear Feet Per | Units Per | Per Bundle | Lbs Per | ||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Stones & Bundling | Bundle | Unit | Bundle | Unit | Bundle | Facet Feet | Layers | Sections | Unit | Bundle |
| Standard | 6.02 | 1 | 1680 | |||||||
| Coping 72 | 6.02 | 1 | 1560 | |||||||
| Coping Closed End 72 | 6.02 | 1 | 1560 | |||||||
| Wall Tieback | 2 | 1 | 1660 | |||||||
| 1/2 Standard | 3 | 1 | 800 | |||||||
| 1/2 Coping | 3 | 1 | 780 | |||||||
| Corner 90° | 1 | 1320 | ||||||||
| Corner 45° | 1 | 1480 | ||||||||
Additional DuraHold® Information
Closed–end coping units are available and are closed on both ends so that they may be used as left or right. Tie–back units are reinforced with steel. 1/2 Standard units are slightly tapered and can be used to create a 55-foot radius. Please note that 1/2 Coping units are not tapered. Refer to terms and conditions for placement rates. All measurements are nominal. For DuraHold®and DuraHold2®, Unilock, through Risi Stone Systems International, can provide preliminary site engineering for most commercial projects. Soils information, site drawings, and loading requirements are some of the information details required in order to provide this preliminary site engineering. Contact your local Unilock representative for details. Retaining wall engineering software is also available free of charge at www.unilock.com.
Patterns
Important Information
Want help calculating your order?
Use our interactive paver calculator to get quick, easy and accurate specifications for your project!
TECHNICAL INFORMATION
ASTM C 1372 Standard Specifications for Dry-Cast Segmental Retaining Wall Units
Conforms to:
- C140 for Absorption and Compressive Strength > 3000 PSI
- C1262 for Freeze Thaw Durability <1% mass loss
- C1372 Overall dimensional variations permissable for width, height and length ± 1/8” (±3.2mm)
Unilock standards exceed 6,000 PSI for Durahold® products with:
- 4% absorption avg.
- 5% absorption max.
- Dimensional Accuracy +/- 5/64” (±2.00mm)
Test results available upon request
Meets the U.S. Architectural & Transportation Barrier Compliance Board Slip-Resistance Surfaces Advisory Guidelines*
LEED INFORMATION
Materials & Resources: LEED V4:
Building Product Disclosure and Optimization
Sourcing of Raw Materials – Sourcing of Raw Materials and Extraction • 1 point
Sourcing of Raw Materials – Leadership Extraction Practices • 1 point
Material Ingredient Reporting – Material Ingredient Reporting • 1 point
Material Ingredient Reporting – Material Ingredient Optimization • 1 point
Environmental Product Declaration • 1 point
Wall Specifications
DuraHold – Gravity Wall Waterfront Application
DuraHold Geogrid Reinforced Retaining Wall Installation Specifications
DuraHold Gravity Retaining Wall Installation Specifications
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All measurements are nominal
Colors, product data, and availability are subject to change without notice. Please confirm all details with your local Unilock Dealer or call 1-800-UNILOCK (1-800-864-5625) for availability in your area. The colors shown should only be used as a guide. Final color selections should always be made from actual samples.