Times for Clearance Under Woronora Road Bridge
                                Second Span from the East
                                    for the Year 2000

___________________________________________________________________________________________ 
| Tide  | Tides|                             Height of Vessel                             |
| Height| Year | 1.6  1.7    1.8    1.9    2.0     2.1      2.2     2.3      2.4     2.5  |
|_________________________________________________________________________________________|
| 1.99  |    1 | 38   2:08   2:59   3:40   4:16    4:49    5:20     5:50    6:19     6:49 |
| 1.95  |    5 |      1:41   2:38   3:22   3:59    4:32    5:04     5:34    6:03     6:32 |
| 1.90  |   14 |        55   2:17   3:07   3:48    4:25    4:58     5:30    6:01     6:32 |
| 1.85  |   22 |             1:41   2:39   3:22    4:00    4:33     5:05    5:35     6:05 |
| 1.80  |   37 |               55   2:15   3:05    3:46    4:22     4:56    5:28     5:59 |
| 1.75  |   47 |                    2:01   3:11    4:05    4:51     5:34    6:16     6:56 |
| 1.70  |   73 |                    1:01   2:31    3:27    4:14     4:56    5:35     6:12 |
| 1.65  |  113 |                           2:00    3:09    4:02     4:48    5:31     6:12 |
| 1.60  |  163 |                           1:06    2:43    3:45     4:36    5:23     6:08 |
| 1.55  |  219 |                                   1:53    2:59     3:49    4:33     5:13 |
| 1.50  |  272 |                                     58    2:25     3:19    4:04     4:45 |
| 1.45  |  331 |                                           2:09     3:25    4:23     5:14 |
| 1.40  |  400 |                                           1:03     2:37    3:37     4:27 |
| 1.35  |  470 |                                                    2:39    4:16     5:34 |
| 1.30  |  528 |                                                    1:02    2:34     3:32 |
| 1.25  |  575 |                                                            2:02     3:14 |
| 1.20  |  626 |                                                            1:11     2:58 |
| 1.15  |  663 |                                                                     2:19 |
| 1.10  |  684 |                                                                     1:19 |
|=========================================================================================|
| Days         |  1   13     24      55     85     103      126     119      92      48   |
| Tides        |  1   14     38      94    185     292      423     544      640     691  |
| Time         | 38  21:27  74:10  187:47 437:04  815:39  1342:13 1993:55  2683:46 3376:39|
| Percent      | 0.0  0.2    0.8    2.1    5.0     9.3     15.3    22.8     30.6    38.5  |
|_________________________________________________________________________________________|


                                    Explanatory Notes

  1.  The table charts the delay in getting under the bridge for various heights of  boats
      against predicted tide heights.

  2.  These are worst case times, assuming arrival on a rising tide,  waiting  for  it  to
      peak and then fall. The times are either minutes, or hour:minutes.

  3.  The bottom part of the table shows the cumulative impact for a full  calendar  year.
      There is no significant variation in times for other years.

  4.  Large tides occur in early January and June.

  5.  The Tides/Year column indicates the number of tides equal to  or  greater  than  the
      height. eg There are 5 tides that are 1.95m or higher.

  6.  As an example, a vessel 1.9m high, could potentially be delayed by a  high  tide  55
      days  a  year  (usually  twice  each day). The longest delay would be 3 hours and 40
      minutes, but that only occurs once a year. In any calendar year, there is a total of
      188  hours  when it is not possible to get under the bridge, which is 2.1 percent of
      all the hours in a year.