Page 60 - IRSEM_Main Book
P. 60

Rail            Section         BG         MG
                                 S/Rail               60Kg           13 mm
                                 (wing rail also)                                    ---
                                                      52 Kg          8 mm            ---
                                                      90 R           5 mm         6 mm
                                 T/Rail          1    60 Kg.         8 mm            ---
                                                    2   52 Kg/90R    5 mm            ---
                         (v)  Measure Lateral Wear of stock and Tongue Rail
                                  S/Rail    8 mm/10 mm max         for A, B/Other routes in
                                                                         straight line
                                             6 mm/8 mm max         for A, B/Other route in
                                                                            curve
                                  T/Rail  60Kg - 8 mm max                    -----
                                          52Kg/90R - 6 mm max                -----

                             Measure both wears on T/rail at a point with 13 mm head width and at the
                             point where T/Rail and S/Rail are at the same level

                         (vi)  Check for angular wear of Stock Rail
                         (vii) Check for clipping of T/Rail within 100 mm (1 Metre ) from toe
                         (viii) Check for knife-edge of T/Rail within 1 m from toe. If the thickness of the T/Rail
                             in less than 2 mm continuous for 100 mm (10 Cms) anywhere within 1 meter
                             from ATS then it is knife edged.
                         (ix)  Measure track readings (Gauge, Cross level, Versine etc) jointly.


                                STN.  STN.  STN.  STN.  STN.  STN.  STN.  STN.  STN.    STN.
                                + 15  + 3  + 2  + 1   '0'  - 1   - 2  - 3      - 15     - 30




                                                     POD
                                                     POM                         DIRECTION OF
                                          45 Mts.                 45 Mts.         TRAFFIC
                                                                       90 Mts.

                                                         Fig No: 4F2
                     Identify and mark Point of Drop (POD)/Point of Mount (POM) as Station ‘O’.  In case
                      both  POD/POM  are  available  then  take  whichever  is  first  to  come  (moving  in  the
                      direction of the train) as Station. ‘O’
                     Mark 15 Stations 3 m apart in rear of POM/POD up to 45 Metres. Station ahead are
                      marked +1, +2 etc, and rear are marked –1, -2, etc.
                      (Note: In case of any doubt of POM/POD, mark another 15 stations in rear from the
                      suspected POD/POM at 3 Metres up to 90 Metres . i.e. total 30 stations in rear because
                      clues for the cause of the accident are available mostly in rear portion.)
                     Take the reading at every sleeper up to 3 stations (i.e. up to 9 Mts.) on both sides of
                      POD/POM.
                     Measure the gauge, cross-level and versine jointly
                        The versine difference between the standard value and the recorded value at every
                          point shall not be more than + 4 mm.
                        The difference between any two recorded values shall not be more than + 3 mm




                                       Chapter 3: Duties Of Signal Supervisors And Technical Staff   Page 38 of 535
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