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Adjusting Intersections secondary road profile

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Message 1 of 4
Joe-Bouza
469 Views, 3 Replies

Adjusting Intersections secondary road profile

I went forward designing intersection profiles with limited survey and simply made an educated guess for the secondary roads pgl tie in point. I have received updated survey and when I move the profile end point to meet existing grade it adds another pvi effectively holding the profile grade I set preliminarily. I'm keeping the lock point. Is there something with the return/ offset profiles preventing this edit? What is the proper work flow?

 

secondary road profile.PNG


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3 REPLIES 3
Message 2 of 4
Neilw_05
in reply to: Joe-Bouza

I'm wondering how you've set up the curb return profile. Is the edge of travelway defined by an offset and slope from the centerline, or did you create independent alignments and profiles? If it is by offset and slope then that could constrain the profile to remain tangent to the edge of travelway.

Neil Wilson (a.k.a. neilw)
AEC Collection/C3D 2024, LDT 2004, Power Civil v8i SS1
WIN 10 64 PRO

http://www.sec-landmgt.com
Message 3 of 4
Joe-Bouza
in reply to: Neilw_05

Thats what is puzzling me. the returns and offsets were created in the wizard

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Message 4 of 4
Joe-Bouza
in reply to: Neilw_05

Got it.

 

Edit side road profile dialog box had max grade change = 4% . Turning off or increasing aloows for the adjustment


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