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Superelevation
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Re: Superelevation doesn't work with Display Rules
Emily Bauder
Our superelevation control is applied to the EOPs of our top layer of pavement. The lower layers of pavement are constrained with a slope equation equating to the slope of the top layer. So, these slopes are constrained back to the point controlled point…
over 10 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Re: Suggestions For Curb Template
Tim Clark
I gave this a shot using sequential shoulder rollover locks rather than template CDR's and it seemed to work well. I'm assuming the gutter is v-shaped and has a foreslope and a backslope. The bottom of the curb is then placed at the top of the gutter…
over 13 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
[Inroads v8i] Superelevation sections problem
Adam Wieczorek
It seems that either there is a bug or I miss something in superelevation tool in roadway designer. I use wizard (ig. table method), adding sections and solviing overlaps - the superelevation is defined. Then I want to revise my superelevation's section…
over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Import superelevation data ASCII format?
Steven Guinter
Does anyone have an example format (example ascii file) of the ascii import feature for superelevation control lines? The help menu states there are three values from each line it pulls from the ascii import, 1.) Station, 2.) finished grade left…
over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Superelevation Control
Sundevil99
I am using horizontal alignments to control the horizontal location of my median and edge of pavement curbs. Everything seems to work fine until I add superelevation control the the edge of pavement pivoting about the centerline. I used a single control…
over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Superelevation - point constraints between two sections, independent subgrade superelevation
Adam Wieczorek
Hi all, I faced the following problem: There are two superelevation sections in my task - one for top layer and the second one for subgrade. These two layers are superelevated toogether (point constraints in template definition) till top layer reaches…
over 13 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Re: Error in superelevation
jcallicott
Greetings- Which program are you using? That will help in obtaining a more specific solution. It sounds like you don't have enough tangent between two curves, or enough between the end of a curve and the end of the alignment. Since AASHTO…
over 13 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Modeling Superelevation Transition - Reverse Curves
BillMPE
Running InRoads V8i - This is the first superelevation I have tried to create in a model. Two curves close together with superelevation in opposite direction, designed with a continuously rotating plane between curves. I first ran the wizard to set up…
over 11 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Re: Inroads XM: Runoff lengths are wrong
Tim Clark
Here's my workflow up to this point:
over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Superelevation on Ramp
BillMPE
Running InRoads V8i - When running the PGL along either edge of a single lane ramp, what is the best method for creating superelevation? The wizard requires three points and to specify two or four lanes. If I simply create control lines for the left and…
over 11 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Inroads XM: Runoff lengths are wrong
Tim Clark
I'm using the AASHTO superelevation wizard, and after creating a superelelvation section, Inroads calculates the runoff length incorrectly. In this example, for a 6.4% superelevation, it thinks the runoff should be 34.56 m. I want it to be 79 m, which…
Super wizard.PNG
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over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Problems with superelevation and shoulder rollover locks of my template
atp
Hello guys Am working on a design, a 4lane divided highway template with raised median barrier and kerbs together with cover drainage, in which the shoulder and the drainage are together, so i built the template and applied it to the corridor, but…
over 11 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Re: Template and superelevation
Tim Clark
When you have your "template1" open in the template editor, click the "Test" button down in the lower right. You will get a message that says "Warning: this template has end condition priority conflicts." You'll need to go through each…
over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Roadway Designer - pavement warping vs. superelevation
Katie Wade
I am new to Geopak Corridor Modeler and am struggling with superelevation. Actually, pavement warping would be a better description. I have stations and cross slopes at exact locations for how we want the pavement to tip and where; at the beginning of…
over 12 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Template point not available as super range point
Joe Davis
I have a pretty simple template that I'm using. It's very similar to a ramp typical where the BL is along the Left edge of the travel lane and I want to use the Left edge of my shoulder (LEOP) as my left range point when setting up superelevation control…
typical.pdf
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over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Re: inroads: superelevation (profile annotation)
Jason W. Smithey [Bentley Civil]
Piotr, Do you have Display Positive and Negative Superelevation toggled on the Superelevation leaf of the Annotate Profile command? Thanks, Jason Smithey
over 13 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Re: Cant Alignment
Art Sabia
Jasmin, What you are seeing there is the “old” Superelevation name. In past versions of InRoads, the Superelevation was stored with the alignment and not with the corridor. Unless you are using Bentley Rail Track and assign point controls to that…
over 13 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
Re: Inroads XM: Runoff lengths are wrong
Tim Clark
Thanks for your time helping me with this Thomas, I figured out that setting the Maximum Delta G value is essential. This value should come from AASHTO2004 table 3-30, and is 0.44 for my road, not 1.0. I had disregarded it because I wasn't sure…
over 14 years ago
OpenRoads | OpenSite
OpenRoads | OpenSite Forum
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