Showing posts with label DuraHold. Show all posts
Showing posts with label DuraHold. Show all posts

DuraHold - To the Rescue


Retaining Wall System: DuraHold with Stratagrid 500 geogrid reinforcement
Owner : Oakville Fire Department
Contractor : Tarrascape Innovations Inc., Hamilton, ON
Wall Design : RisiStone Systems, Thornhill, ON
Retaining Wall Manufacturer : Unilock Ltd., ON

In the summer of 2000, the City of Oakville, Ontario completed construction of a new, state-of-the-art training center for its emergency services. In order to be fully equipped for fire and rescue simulations, it was necessary to install a retention pond immediately adjacent to the new training facilities. The design had to take into account the issue of vehicle accessibility. So that emergency vehicles (fire pumping trucks) could park immediately adjacent to the deepest water, the architect’s design called for the application of vertical retaining walls running along two sides of the pond.

Through the efforts of Unilock Territory Manager Dave Laurie, the DuraHold geogrid reinforced segmental retaining wall system was approved and a sealed RisiStone Systems design was completed.

The substantial loading and potential hydrostatic effects posed a number of unique design challenges. In order to account for the effects of a significant drop in the water level due to pumping, the wall analysis incorporated the AASHTO recommendations for rapid draw-down conditions. With a maximum design height of 4.0m (13.0ft), vertical orientation, and significant potential loading, the DuraHold wall design required a heavy-duty geogrid reinforcement to do the job. The Stratagrid 500 geosynthetic was utilized for its high tensile strength and durability. As well, in order to facilitate the dissipation of hydrostatic forces immediately behind the wall face, a ¾” clear stone drainage layer wrapped in filter cloth was incorporated into the design.

The Contractor, Tarrascape Innovations Inc., employed time-saving techniques to maintain an efficient rate of installation. On top of the standard 300mm (12”) granular base, reinforced 2x2 patio slabs were used to provide an even leveling pad for the base course to be placed. As the site consisted mainly of a clay material, a pond liner was not required to contain the water. This proved to be an asset during construction.

Once the walls were completed and grading of the pond finalized, the “pit” was flooded to the design elevations. With the addition of creative landscaping, the result is an aesthetically pleasing water feature, designed and constructed with the structural stability to provide years of use as an effective training tool. This project emphasizes the applicability of the DuraHold retaining wall system when a variety of challenging design conditions are presented.

DuraHold - Canal Ponds


Wall System : DuraHold
Owner: Pioneer Developments, Rochester, NY
Landscape Architect : E D R, Syracuse, NY
Retaining Wall Engineer : InterSol Engineering, Milton, ON
Installation Contractor: Camful Industries, Syracuse, NY
Retaining Wall Manufacturer: Binghamton Precast and Supply, Binghamton, NY

During the month of June 1993, installation of vertical DuraHold and DuraHold2 retaining walls began at the new Canal Ponds business park near Rochester, NY. Pedestrian and bike paths wind around the development to guide people to a central green space. This combination of bridges, piers and walkways located around the ponds, constructed using the DuraHold system, creates a serene and beautiful waterfront environment.

The DuraHold retaining wall system was selected partially because of the system's high strength, quick and simple installation, but mostly because DuraHold possessed aesthetic qualities similar to the quarried limestone blocks used in the nearby Old Erie Canal. After the walls were installed, this look was enhanced with sandblasting, giving the facing a mottled, weathered appearance.

The DuraHold system has a random block pattern based on units 12" high, 24" deep, and 72" long with a weight of 1740 lbs each. Special coping units were manufactured for this project to provide extra overhang of the top course and a keyway to receive the poured in place concrete sidewalk above the wall. The DuraHold2 system, also used on the site, is based on a unit that is half the depth of the DuraHold unit. This allows it to be used at a significant cost savings in locations that are less demanding.

The site plans required vertical retaining walls to be constructed that would support pedestrian bridge structures, walkways and planting beds. For most of the installation, the retaining wall was 7 ft high, with the foundation of the wall 3 ft below the water line. In these locations, the DuraHold system utilizing two layers of Stratagrid 5033, was constructed. At the inlet structures the walls were 13 ft high with 7 ft below the water line. This required the DuraHold system, again with two layers of Stratagrid 5033, and an additional three layers of Stratagrid 9027. For the areas retaining the planting beds, walls 3 ft in height were built. Here the DuraHold2 system was used. The site plans also called for three-foot-wide accent walls at the entrances to the business park. These were constructed using DuraHold and DuraHold2, placed back-to-back, with a specially manufactured three-foot-wide coping unit.

Throughout the construction approximately 11,000 square face feet of DuraHold and 5,000 square face feet of DuraHold2 were installed on the site. All the material was placed by a five-person crew over a period of three months, with a materials cost of less than $11.00 per square face foot.

“The final outcome produced excellent retaining walls.”
Joe Alberti, Pioneer Developments

“This project required minimal site cutting, which made manufacturing very intricate, but it produced very nice results.”
Jay Abbey, Binghamton Precast & Supply

“It was a clean and quick installation. The DuraHold system is an enjoyable system to work with.”
Peter Iwanicki, Camful Industries

“All walls went together smoothly and there have been no problems to date.”
Dan Reeder, E D R