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The James IQM                                                  Features                                       Fresh Concrete


        & M-Meter System                                               and Benefits

                                                                       IQM System
        The James IQM System enables                                   • Modular design facilitates optimum
                                                                         number of monitoring locations.
        fresh concrete to be easily and                                • A visual indicator shows field
        completely monitored in the field for                            personnel that the required maturity is
        improved safety, quality assurance                               reached at each location.
        and optimum setting time.                                      • Construction personnel with minimal
                                                                         training can easily implement
          Application:                                                   monitoring function.
          Premature form stripping in cold weather can be              • Multiple use thermocouple sensor
          avoided. Excessive summer heat exposure is                     lowers costs.
          controlled. Loading, prestressing or post tensioning
          as well as lifting and/or form removal can be done           • Documented quality control of each
          safely.                                                        pour.

          Large difference in concrete strength caused by              • Faster and safer form stripping.
          variations in temperature during curing, can be              • ASTM C-1074 & ASTM C-918.
          eliminated and uniformity of concrete strength
          achieved. Maturing concrete strength can be                  M-Meter
          monitored continuously, and documented.
                                                                       • Six channels recorded
          Optimum scheduling of form removal, prestressing,            • Display of current maturity
          post tensioning and highway loading achieved.
          Artificial heating or cooling minimized. Rework due          • Optional field printer for results
          to concrete not being cured to specified strength
          reduced. Costly cylinder testing reduced.

          Confroms to ASTM C-1074 & C-918, SHRP C625.

      www.ndtjames.com                                                           NDT JAMES INSTRUMENTS INC. 73
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