Category Archives: Case Histories

KING Case Histories are a series of project reports, some typical applications and some unique, in which KING personnel and products have provided solutions for consulting engineers, owners and contractors.

These projects range from small concrete rehabilitation projects to large international mining and tunneling projects. They cover the use of many of KING’s products in markets throughout North America and worldwide.

National Research Council of Canada, Ottawa, ON

national research

The National Research Council of Canada (N.R.C.) approached King Packaged Materials Company about participation in a field study in which we would have the opportunity to conduct an extensive evaluation of our newly developed KING MS-S6 SCC. The product is an air-entrained, silica fume enhanced concrete mix providing unique flowable plastic properties at a low water cement ratio without segregation.

N.R.C. provided a section of an M.T.O. bridge (Hwy 17/C.N.R. Bridge, East of Renfrew) to KING in order to conduct the evaluation. Sections of the north and south barrier walls were severely deteriorated from over 25 years of exposure to chloride contamination that resulted in corrosion. These conditions are representative of typical environmental conditions in Ontario. Damaged concrete was removed from sections of both the north and south walls and the structure was prepared following normal M.T.O. guidelines. KING chose to use specially designed forms with Plexiglas windows in order to observe the behaviour of the MS-S6 SCC as it was poured in place. The unique properties of this product were evident when material completely filled the forms encapsulating the structural steel without mechanical vibration.

To further evaluate the long-term performance of the repair and the deterioration mechanisms, embedded instrumentation was used to remotely monitor the condition of the rehabilitated barrier wall over a 5 year period. Approximately 90 different sensors were installed in the old concrete and the vicinity of the instrumented patch. M.T.O. and N.R.C. personnel were able to observe, through the Plexiglas windows, MS-S6 SCC flow along the 6 m (20 ft) length of the repaired area and around the structural steel. The initial report from the N.R.C. has indicated that MS-S6 SCC has exceeded the performance expectations and has resulted in approval of the product for use on M.T.O. structures.