Crews perform hydro-demolition of bridge decking on New York's 1-481. Photos: Christopher Anderson
Left: A previous version of the settlement basin had slurry overtopping the structure—also known as the “swimming pool effect.” Right: The updated fast-filtration basin used crushed glass in its design.
Hydro-demolition is a method for removing concrete from bridge decks and concrete surfaces that uses high-pressure water and is faster and less labor-intensive than jackhammering. The process, however, creates a water-based slurry that contains high concentrations of hardened cement paste as suspended solids. This cement paste must be removed from the slurry before the water can be properly returned to the environment.
Past New York State DOT (NYSDOT) construction practices did not produce sufficient environmental controls because the concrete slurry generated by the operation rapidly plugged up the filter fabric, causing the slurry to overtop the basin. This result—known as the “swimming pool effect”—quickly proved inadequate to control the proper release of this waste material.
Moved by the State Pollutant Discharge Elimination System (SPDES) Phase II regulations and financial considerations, the NYSDOT had to find more cost-effective, environmentally friendly designs to clean up slurry generated from the hydro-demolition of the concrete decking, to prevent negative impacts on neighboring ground surfaces, and—most importantly— to prevent negative impact on the adjacent surface waters.Testing a New Material
Other DOTs have used crushed glass in the past because mixed colored glass cullet, or scraps, tends to have a low market value (about $4.50 per ton) and is usually viewed as “waste” rather than a product by most municipal recyclers. The crushed glass can be used as a substitute for granular soils, for roadway sub-base, or added to hot-mix asphalt as a granular component. It also has been used as a pre-filter for subsurface drainage lines.
Because crushed glass had been successfully used for filtration, the NYSDOT proposed to design a crushed glass filtration system. The purpose of the filtration basin is to reduce or eliminate total suspended solids (TSS) from the concrete slurry, thereby reducing one or more of the major contributors of water pollution.
The department selected two bridges on 1-481, near Syracuse, N.Y., to test this fast filtration system. The design incorporated pea gravel, crushed glass, filter fabric, and hay bales to quickly filter and release the treated water back into the environment. The system was installed by Vector Construction Corp.. Cicero, N.Y., as a way to save money and reduce the maintenance of the system. Since Vector planned to expedite the bridge-deck hydro-demolition with crews working nearly 23 hours a day, the developed system had to require very little maintenance.
In order to prevent the swimming pool effect, NYSDOT Region 3 landscape, environmental, and construction staff proposed a design that was both environmentally and economically feasible. Each bridge is about ¾ mile long and curbed with a series of drainage scuppers. The size of the filtration basin designed system was based on the volume of slurry to be generated by the hydro-demolition process, plus 50% of additional volume from rainfall events collected by the drainage scuppers during the operation. Subcontractor IVS Hydro Demolition Services, North Waverly, W.V., continued hydro-demolition for two weeks on each bridge, with an average production time of 21 hours per day.
The filtration system, constructed of hay bales, was 60x20x4 feet. The bales were staked in the ground over a 12-inch layer of under-drain filter material for drainage. The stone bed was pitched about 1% to 2% to allow for drainage from underneath. A highly permeable filter fabric was draped over the bales and stone, and the rest of the filtration system was filled with 3/8-to-5/8-inch crushed glass cullet from Strategic Materials Inc., of Mattydale, N.Y. (now owned by Tomra Systems ASA in Asker, Norway), to approximately 18 inches deep.
The filtration system bed was divided into “cells” by using hay bales as a wall between each cell; as one cell plugged up, a discharge pipe extended to the next one. This feature reduced the need to constantly rake the glass within the bed as the slurry started to set. Since there were wetlands near the basin (approximately 30 feet away), the existing pea gravel used for the access road did triple duty as a buffer and as a diversion structure for the effluent percolating out of the basin.