Page 24 - HIGHWAY ENGINEERING LABORATORY_FLIP BUILDER
P. 24

REFERENCE
                                      WORK PROCESS
                                                                                      DOCUMENT

              • Rigidly locate the first test specimen with its longer dimension
                 lying in the track of the pendulum, and centrally with respect to
                 the rubber slider and to the axis of suspension of the pendulum.
                 Locate it in such a way that the slider of the pendulum will
                 traverse it in the same direction as the specimen travelled in the

                 polishing machine
              • NOTE For this purpose it is advisable to mark one longitudinal
                 edge of each specimen. If this mark is on the side of the

                 specimen furthest from the operator during polishing, it should
                 be nearest to him during friction testing and vice versa.
              • Adjust the height of the axis of suspension of the pendulum so
                 that in traversing the specimen the rubber slider is in contact
                 with it over the whole width of the slider and over a length of

                 76.0 mm, as accurately as can be visually gauged. Then wet
                 the surfaces of the specimen and the rubber slider with a
                 copious supply of clean water, being careful not to disturb the

                 slider from its set position. Release the pendulum and pointer
                 from the horizontal position and note the reading of the pointer
                 to the nearest whole number. Perform this operation five times,
                 rewetting the specimen each time, and record the mean of the
                 last three readings to the nearest 0.1 unit. Test the specimens in

                 the following order: 13, 1, 10, 3, 5, 12, 8, 7, 11, 6, 4, 9, 2, 14


              5. Calculations
              • Calculate the mean of the recorded values of the two PSV
                 control stone specimens for each test run. Record to the nearest
                 0.1 unit providing two

                 results for the complete duplicated test cycles.
              • If the difference between the two mean values of the PSV
                 control specimens for each test run is greater than 4.7, the
                 results for the test shall be rejected. If the mean value of the two

                 PSV control specimens for either test run does not lie within the
                 range 49.5 to 55.5 the test results shall be rejected.








              Higway Engineering Laboratory                                                                      page      11
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