To begin . . . invoke the Geopak User Preferences dialog box:
APPLICATIONS > GEOPAK ROAD > USER PREFERENCES
The dialog box below will appear. If designing in Metric, set the toggles and fields as shown.
Click on SUPERELEVATION PREFERENCES and the dialog box below appears, (illustrating the "e" Tab):
Some people refer to the Superelevation Preferences dialog for Geopak 2001 as "The Monster". It really is a little intimidating, but Geopak helped us set this up and you really shouldn't have to change anything. 2 files have been created with all the settings for designing 2 lane roads that comply with WFLHD policy. The 2 files are named FHWA_English_super.sep and FHWA_Metric_super.sep. Each are currently located on the server under F:\Resource\Geopak\Bin\Metric\ but may be moved to the server later.
The Superelevation Preferences files (.sep) may be selected by using the File pull down (or the Open icon) and browsing to the directory.
The dialog basically consists of 9 Tabs.
Also on this Tab is a data field where the software looks to
find the "e" max table. Never include the full path here,
simply use the Files button and select the file, (fhwa_english_e.csv
or fhwa_metric_e.csv). Both are currently located under F:\Resource\Geopak\Bin\English. or F:\Resource\Geopak\Bin\Metric.
Also on this Tab is a data field where the software looks to
find the "length" table. Never include the full path here,
simply use the Files button and select the file, (fhwa_english_length.csv
or fhwa_metric_length.csv). Both are currently located under
F:\Resource\Geopak\Bin\English. or F:\Resource\Geopak\Bin\Metric.
After verifying that each of the Tab settings on your workstation are
set as shown, click on the X in the upper right corner of the dialog
to close it and click on OK back on the Geopak User Preferences
dialog.
The upper left corner of the dialog has a User pull down.
Click on this and select Directories.
NOTE:
AASHTO 2001 recommends a different split for superelevation runoff other than the traditional WFL standard of 1/3 - 2/3.
The tables in AASHTO 2001 that are being referenced can be found on page 175.
As a result, I've added several new superelevation preference files on the server:
F:\Resource\Geopak\Bin\Metric\fhwa_metric_super_80_20.sep (for use with
design speeds between 20-70 km/h)
F:\Resource\Geopak\Bin\Metric\fhwa_metric_super_70_30.sep (for use with
design speeds between 80-130 km/h)
F:\Resource\Geopak\Bin\Metric\fhwa_metric_super_67_33.sep (this file
was simply renamed and provides the traditional 1/3-2/3 split)
F:\Resource\Geopak\Bin\English\fhwa_english_super_80_20.sep (for use
with design speeds between 15-45 mph)
F:\Resource\Geopak\Bin\English\fhwa_english_super_70_30.sep (for use
with design speeds between 50-80 mph)
F:\Resource\Geopak\Bin\English\fhwa_english_super_67_33.sep (this file
was simply renamed and provides the traditional 1/3 - 2/3 split)
Click on Symbologies to set the element symbology for the Auto Shapes. It is recommended that you continue to use level 63 for the shapes.
- Select the GPK file
- Identify the Chain
- Key-in the Design Speed
- Select the Superelevation Preference file (English or Metric)
- Select the maximum "e" table
- Select from the toggle Divided or Undivided. We typically design 2 lane roads, so select Undivided.
- The L Selection is made for you. It's tied to the Superelevation Preference file selection.
- Select the Profile. Click on both the Left and Right Tabs to make sure that the Profile has been selected for both.
- For most cases, set the Tie option to Offset and the Offset data field to 0.00.
The lower right portion of the dialog has 4 tools for completing the information for your shapes:
- Add
- Delete
- Edit
- Quick Entry
A nice improvement has been made for completing the remainder of the dialog with the addition of the Quick Entry tool.
The Quick Entry tool allows the user to enter the data for both the left and right shapes simultaneously... however the Dependency must be changed manually if one is desired to be Independent.
Invoke the Quick Entry tool by clicking on it as shown above. Enter the values in the data fields and press OK.
The result is shown below:
As mentioned earlier... as a result of using the Quick Entry tool, the Right shape will also be set to Dependent. To change the right shape to be Independent, simply click on the Right tab, highlight the information in the collection window, toggle the Dependency toggle to Independent and click on the Edit button (as shown below). I normally create one side Dependent and the other Independent simply so that they are automatically drawn in different colors, (see Symbology pull down explained previously). Both sides can actually be Dependent, but they both cannot be Independent.
Remember, all of this is done to simply create an ASCII input file, (that can be edited). All that remains now, is to tell the software what you want the name of this text file to be, (example shown below as "autoshapes.inp") and click on Generate Superelevation Transitions. This file will be created and placed in your working directory.
Another important change since Geopak 2000 is that the name of the .dgn file, (within the autoshape input file) to have the shapes drawn into, is automatically determined. The .dgn file name is determined by the current opened .dgn file that you create the autoshape input file from.
At the top of the ASCII input file, you will find that the software conveniently records information that you gave it to create the shapes. One new line of information is the log file that gets created with Geopak 2001. This is very important as this is the file that records any and all transition conflicts. The top portion of the input file is shown below:
Now that the ASCII input file has been created... all that remains is to execute the file to create the graphical shapes. One major change since Geopak 2000 is that this input file should not be processed via the normal Process Cross Sections dialog.
Now... the input file must be processed one of 2 ways, using the new Autoshape Builder tool , or Create Superelevation Shapes tool.
Each are explained below:
The graphical shapes will now be drawn into the design file for your
review.
IMPORTANT: Although the software is very cool.... you should always review how the shapes have been calculated and drawn, before proceeding any farther with your design.
An example of how to change the design speed of a curve and it's spirals is shown below. You must have a Justifiable Design Exception in order to do this.
The example above illustrates changing the entry spiral (c3b) to comply with a 40 kpm design speed. The curve (c3) and the exit spiral (c3a) would also have to be changed using the follow commands in COGO:
s cur c3 v 40
s spi c3a v 40
Once all of the design exceptions have been approved and modified in COGO.... the ASCII input file must be recreated.