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Em 1110-2-2002 30 jun 95 if the crack is vertical, the injection process should begin by pumping into the entry port at the lowest elevation until the epoxy level reaches the entry port above. the lower injection port is then capped, and the process is repeated at successively higher ports until the crack has been completely filled and all ports have been capped. for horizontal cracks, the injection should proceed from one end of the crack to the other in the same manner. the crack is full if the pressure can be maintained. if the pressure cannot be maintained, the epoxy is still flowing into unfilled portions or leaking out of the crack. 6 ; remove the surface seal. after the injected epoxy has cured, the surface seal should be removed by grinding or other means, as appropriate. fittings and holes at entry ports should be painted with an epoxy patching compound. d. alternate high-pressure procedure. to develop alternatives to concrete removal and replacement in repair of mass concrete hydraulic structures, a study was initiated, as part of the remr research program, to evaluate in situ repair procedures. 1 ; eight injection adhesives were experimentally evaluated to determine their effectiveness in the repair of air-dried and water-saturated cracked concrete. the adhesives were three epoxies, an emulsifiable polyester resin, furfuryl alcohol, a furan resin, a high-molecular-weight methacrylate, and a polyurethane. because of their low bond strength to water-saturated concrete, the furan resin, furfuryl alcohol, and the polyurethane were not considered further as injection adhesives. the remaining adhesives were used to repair both air-dried and water-saturated concrete slabs by conventional injection. the most promising adhesive was a two-component, very low-viscosity epoxy system designed specifically for pressure injection repairs webster and kukacka 1988 ; . 2 ; a field test was performed on a tainter gate pier stem at dam 20, mississippi river, to demonstrate, under actual field conditions, the procedures developed in the laboratory and to evaluate the effectiveness of the materials and equipment selected for use webster, kukacka, and elling 1989 ; . problem areas identified during the field test were addressed in development of a modified repair procedure. modifications included a better method for attaching the injection ports to the concrete and drilling small-diameter holes into the concrete to facilitate epoxy penetration into the multiple, interconnecting cracks. the modified procedure was demonstrated at dam 13 on the mississippi river near fulton, illinois webster, kukacka, and elling 1990 ; . 3 ; the first step in this repair procedure is to clean the concrete surfaces by sandblasting. next, injection holes are drilled. these holes, 13 mm in 1 in. ; diam and 152 m 6 in. ; deep, are wet drilled to flush fines from the holes as they occur. after injection ports are installed, the entire surface of the repair area is sealed with epoxy. after the seal has cured, injection is begun. 4 ; visual examinations of cores taken after injection indicate that a crack network within 152 to 254 mm 6 to in. ; of the surface can be filled with epoxy. these examinations indicate that the special injection procedure works very well and laboratory tests substantiate this conclusion. for example, splitting tensile strengths of the repaired cores average more than twice that of the unrepaired cores and only 10 percent less than the strength of the uncracked concrete. e. low-pressure injection. similar results are attainable with either low-pressure or high-pressure injection procedures. for example, results achieved through an injection pressure of 2 mpa 300 psi ; for 3 min are reportedly duplicated at a pressure of only 0.03 mpa 5 psi ; or less for a period of 1 hr, presuming a low-viscosity, long pot life resin is used trout 1994 ; . generally, anything that can be injected with high pressure can be injected with low pressure; it just takes longer, which accounts for the selection of high-pressure systems for most large projects. however, there are situations where lowpressure injection has distinct advantages. 1 ; low injection pressures allow the use of easily removable materials for sealing the surface of the crack, whereas high-pressure injection normally requires an epoxy seal and aggressive removal procedures. seals that are easily removed minimize the potential for surface blemishes which is particularly important for architectural concrete. some units designed specifically for low pressure use can maintain pressures of less than 0.01 mpa 1 psi ; for delicate projects such as repair of murals and mosaics. 2 ; low-pressure systems are portable, easy to mobilize, require little support from other construction equipment, and their initial cost is about one-tenth the cost of a high-pressure system. 3 ; 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