1 00:00:06,040 --> 00:00:09,443 Nondestructive testing is common in the bridge inspection industry 2 00:00:09,443 --> 00:00:11,780 for testing critical bridge components. 3 00:00:11,780 --> 00:00:13,881 Modern bridges are primarily constructed 4 00:00:13,881 --> 00:00:17,118 from a combination of steel and concrete. 5 00:00:17,118 --> 00:00:19,253 Steel bridge supports are joined together 6 00:00:19,253 --> 00:00:22,223 by welded or bolted connections. 7 00:00:22,223 --> 00:00:24,791 Bridge components can fail for several reasons, 8 00:00:24,791 --> 00:00:27,295 including corrosion, fatigue cracking, 9 00:00:27,295 --> 00:00:29,863 and weld discontinuities. 10 00:00:29,863 --> 00:00:32,133 Inspectors use a variety of nondestructive 11 00:00:32,133 --> 00:00:34,835 techniques to monitor bridges for defects. 12 00:00:34,835 --> 00:00:37,438 These techiniques include using conventional ultrasound 13 00:00:37,438 --> 00:00:39,006 and phased array technology 14 00:00:39,006 --> 00:00:40,608 to inspect hanger pins, 15 00:00:40,608 --> 00:00:44,778 structural welds, beams, and anchor bolts. 16 00:00:44,778 --> 00:00:46,580 Bridge hanger pin and plate assemblies 17 00:00:46,580 --> 00:00:49,150 are used to connect a suspended bridge span 18 00:00:49,150 --> 00:00:51,820 to an anchored bridge span. 19 00:00:51,820 --> 00:00:54,521 The pin and plate assemblies are critical components 20 00:00:54,521 --> 00:00:55,923 because they bear the full weight 21 00:00:55,923 --> 00:00:58,426 of the suspended bridge span. 22 00:00:58,426 --> 00:01:00,761 Cracking in hanger pins typically occurs 23 00:01:00,761 --> 00:01:02,096 near the shear planes, 24 00:01:02,096 --> 00:01:03,931 where the bridge spans meet. 25 00:01:03,931 --> 00:01:05,966 Other pin defects include grooves 26 00:01:05,966 --> 00:01:07,801 caused by wear-related bearing forces 27 00:01:07,801 --> 00:01:11,505 and pitting caused by corrosion near the pin surface. 28 00:01:11,638 --> 00:01:13,575 Low angle longitudinal wave transducers 29 00:01:13,708 --> 00:01:16,210 are typically used for conventional UT inspections 30 00:01:16,210 --> 00:01:17,645 of hanger pins. 31 00:01:17,645 --> 00:01:19,580 The low angle enhances reflections 32 00:01:19,580 --> 00:01:21,348 from outside diameter cracks, 33 00:01:21,348 --> 00:01:24,751 increases sensitivity to pitting and other defects, 34 00:01:24,751 --> 00:01:28,556 and improves coverage of the critical defect locations. 35 00:01:28,556 --> 00:01:30,023 Inspecting a hanger pin with 36 00:01:30,023 --> 00:01:32,560 an EPOCH 650 ultrasonic flaw detector 37 00:01:32,560 --> 00:01:35,663 requires 100% coverage of both pin faces 38 00:01:35,663 --> 00:01:39,366 to help ensure coverage of critical defect locations. 39 00:01:39,366 --> 00:01:42,836 However, with an OmniScan phased array flaw detector, 40 00:01:42,836 --> 00:01:45,005 operators can create multiple beam groups 41 00:01:45,005 --> 00:01:47,008 performed multiple times per second 42 00:01:47,008 --> 00:01:50,778 to inspect different areas of the test piece in one pass. 43 00:01:50,778 --> 00:01:53,280 Group 1 covers the near side threaded area 44 00:01:53,280 --> 00:01:55,950 with a refracted longitudinal wave. 45 00:01:55,950 --> 00:01:59,520 Group 2 is a shallow angle refracted longitudinal wave 46 00:01:59,520 --> 00:02:01,856 that covers the shear plane. 47 00:02:01,856 --> 00:02:04,425 Group 3 is a zero degree longitudinal wave 48 00:02:04,425 --> 00:02:05,960 with induced beam spread 49 00:02:05,960 --> 00:02:08,095 used to detect large cracks and monitor for 50 00:02:08,095 --> 00:02:11,731 backwall dropout to help ensure coupling. 51 00:02:11,731 --> 00:02:13,768 When using either an OmniScan SX 52 00:02:13,768 --> 00:02:16,203 or MX2 phased array flaw detector 53 00:02:16,203 --> 00:02:17,605 to inspect a hanger pin, 54 00:02:17,605 --> 00:02:19,973 the group coverage eliminates the need for rastering 55 00:02:19,973 --> 00:02:22,510 and enables encoded scanning. 56 00:02:22,510 --> 00:02:24,145 Encoded scanning systems provide 57 00:02:24,145 --> 00:02:25,846 a permanent record for reporting 58 00:02:25,846 --> 00:02:27,848 and monitoring defects. 59 00:02:27,848 --> 00:02:29,150 Phased array encoding 60 00:02:29,150 --> 00:02:30,951 also provides a geometrically correct 61 00:02:30,951 --> 00:02:33,020 representation of the scan data, 62 00:02:33,020 --> 00:02:34,688 giving the user greater confidence 63 00:02:34,688 --> 00:02:36,556 when locating and sizing defects.