Doctor Findley, I really appreciate your effort to spread the knowledge of traffic engineering, your book is one of the best I have ever used; every day you learn something new. greetings from Mexico!
i love how this and other vids respect and follow the ncees hb 1.1. very helpful for those of us who are taking the new cbt civil pe exam. some outdated vids on yt still refer to the "bible" cerm which atm is heavily obsolete.
Yes, I'm regularly adding videos and example problems. If it helps, here's another way I've organized the playlists: sites.google.com/ncsu.edu/daniel-findley/educational-resources
I can't think of a scenario where that would be the case (without a lurking variable) and it would result in drastically different results than the linear relationship assumed by Greenshields.
You're welcome! In case you're looking for more videos like this, here is a link to a set of playlists I've organized: sites.google.com/ncsu.edu/daniel-findley/educational-resources Specifically, here's a playlist with more NCEES topics: ua-cam.com/play/PLQ2tBMRKXROYAW4OnuL0GjVgfdrtBp9Pp.html
Doctor Findley, I really appreciate your effort to spread the knowledge of traffic engineering, your book is one of the best I have ever used; every day you learn something new. greetings from Mexico!
That's very kind, thank you! I'm glad these are useful.
@@FindleyDaniel, what is the title of your book?
@@leonardoz.wongbae9165 It's Highway Engineering: Planning, Design, and Operations
Second Edition • 2022
www.sciencedirect.com/book/9780128221853/highway-engineering
www.amazon.com/Highway-Engineering-Planning-Design-Operations/dp/0128221852
explained incredibly well. better than my transpo grad professor did!
Thanks for the kind words, I appreciate the feedback!
Very helpful explanation for all density, flow and speed relations and related formulas on PE-Civil manual.
i love how this and other vids respect and follow the ncees hb 1.1. very helpful for those of us who are taking the new cbt civil pe exam. some outdated vids on yt still refer to the "bible" cerm which atm is heavily obsolete.
Dr. Findley, based on the graphs qcap is also qmax?.. why can we not use qcap and qmax equations interchangeably?
Yes, they are the same - I just tried to keep the same terminology as the NCEES equations, but they represent the same value.
are more fundamental transpo videos coming along with example problems ? thanks.
Yes, I'm regularly adding videos and example problems. If it helps, here's another way I've organized the playlists: sites.google.com/ncsu.edu/daniel-findley/educational-resources
Equation from the handbook for q max = Kf X Uf / 4. ---- is there a reason why the 4 is not included??? Thank you
Are you referring to the equation at 11:43?
Excuse me. May I know about the references you used? Thank you.
Yes, it's from the NCEES civil reference handbook: help.ncees.org/article/87-ncees-exam-reference-handbooks
can u give me the formula of free flow speed(uf) if its not given in the problem ?
Yes, you can use the equation at 7:48 to solve for uf.
I want more videos like this because you use same method which the director use, if we do it in diffrenet way we will get zero
can a speed density graph be parabolic?
I can't think of a scenario where that would be the case (without a lurking variable) and it would result in drastically different results than the linear relationship assumed by Greenshields.
Amazing lecture, thank you 👍
It really useful
You're welcome! In case you're looking for more videos like this, here is a link to a set of playlists I've organized:
sites.google.com/ncsu.edu/daniel-findley/educational-resources
Specifically, here's a playlist with more NCEES topics: ua-cam.com/play/PLQ2tBMRKXROYAW4OnuL0GjVgfdrtBp9Pp.html
ncees hb 1.1, pages 265, 266, 267.