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SEEDING NOTES:

APPLICATIONS > GEOPAK ROAD > CROSS SECTIONS > CROSS SECTION REPORTS

This brings up the XS Report palette.   Click User and fill out the Report Header Dialog box.  This Report Header information can be saved by clicking on File and selecting the path and file name to be saved.  When finished, press Seeding on the XS Report palette.

This brings up the Seeding Report Dialog box as shown below:


Click on ByPass Segments to invoke that dialog box:

This option was created for skipping candidate seeding elements.   The application begins at the catch point and works toward centerline.   In the dialog box above...lets just look at cuts on the left.   The software starts at the left catch...and counts the number of segments from there towards centerline.   If say... it finds 5 candidate seeding elements, it will skip the two closest to the catch and only seed the three closest to centerline.   This is an application that we normally don't use.

Click on Additional DistanceVia Station to invoke that dialog box:

This option is used for calculating additional seeding required by station ranges.   For calculating additional "generic" seeding required as per your typical section, use the Additional Distance option as mentioned below.

Click on Additional Distance to invoke that dialog box:

This option is used for calculating additional "generic" seeding required as per your typical section.   For specific areas of additional seeding, use the Additional Distance Via Station option as mentioned above.

Back at the Seeding Report Dialog box, click on File and select the path and file name for your Clearing notes.

I recommend that you toggle the Pause on Each XS option to ON.

When finished...   Click Apply.


A sample of the notes are shown below:

06/23/97                           PRA YELL 13(2) SECTION A
                                      EAST ENTRANCE ROAD
                                     Designer's Name Here
                                        SEEDING REPORT

STATION             SLOPE DISTANCE  AVERAGE SLOPE DIST  A R E A    m2    SUBTOTAL  A R E A    m2
                     LT       RT      LT       RT          LT      RT      LT         RT      BOTH 


                                     7.803     6.760      157      136
10+520.00 R 1      7.766    6.259
                                     7.237     6.424      145      129
10+540.00 R 1      6.709    6.590
                                     6.359     5.943      128      119
10+560.00 R 1      6.010    5.296
                                     5.988     4.485      120       90
10+580.00 R 1      5.965    3.675
                                     5.309     3.928      107       79
10+600.00 R 1      4.653    4.182
                                     4.325     4.033       87       81
10+620.00 R 1      3.997    3.885
                                     5.299     3.833      106       77
10+640.00 R 1      6.602    3.780
                                     7.128     3.599      143       72
10+660.00 R 1      7.653    3.418
                                     9.288     5.106      186      103
10+680.00 R 1     10.924    6.794
                                    12.141     7.950      243      159
10+700.00 R 1     13.359    9.106                                           5220     4618     9838
                                    14.207     9.604      285      193
10+720.00 R 1     15.056   10.102
                                    14.861    10.084      298      202
10+740.00 R 1     14.667   10.066


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