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Word on the street is that this was the easiest exam of all time.  Change my mind.

I have 2 boxes of transportation PE references that were current for the 2015 exam (HCM, HSM, RDG, MUTCD, EET PM, plus other stuff). If anyone needs them you can have them. Here is the catch: they are in Philadelphia, you need to pick them up, you need to take all of them (I'm not breaking up...

They still have not processed my Comity application.

Who has applied for comity in VT with an NCEES Record, and can elaborate on how detailed they got with this Active Engineering Experience form?

Anyone ever take this? Taking it with work....12 session review course and then the exam. Seems like a lot of reference materials.

Like an idiot, I told a bunch of chatty Kathys to stop talking about the test, and to read the "pinned thread" ... but it's no longer pinned and I cant find it. Any help so these n00bzzz stop blowing up my PMs?

I'm curious if anyone has gone through the DWRE process? It appears to be a straight up presentation and oral exam. Totally informal, but simply judging you on what you know. You need to have your PE for 10+ years before you are eligible, so I have a few years, but i am curious.

Get some suckers!!! August 2, 2017 PE DAY!! Free Beer for all! :DV:

I have a number of EITs at our firm who range in experience from 2-10 years. I want to start up a bi-weekly lunch and learn to go over PE-style problems. I'm shooting from the hip here. Has anyone done something like this at their firm before that could share an outline?  We aren't necessarily...

Not this time

Has anyone ever had a past employer dispute experience submitted on an NCEES record? Long story short, I have a guy saying he doesn't like the way some of my stuff is worded and he is sending in corrections. Any idea how this is handled?

Trump is the winner.

Word on the street is two people were tossed from the DE site, with a major scene arising. Spread the gossip, please.

A six-lane freeway in a rural location with rolling terrain has a posted speed limit of 65 mph. The freeway has 11-foot lanes with a 3-foot right shoulder and 11-foot left shoulder. An on and off ramp is located every 2 miles. 10% trucks and buses, 5% RV, and PHF=0.85. What is the maximum flow...

Here is a question for you all. A 6-lane rural freeway has a posted speed limit of 50 mph and is located within rolling terrain. The freeway has 11-foot lanes with 2-foot shoulders on both the right and median-side of the roadway. There are 2 on-ramps and 2 off-ramps located within three miles...

Some practice concepts, I realize this is not in NCEES format. A study of freeway flow at a particular site has resulted in a flow-density relationship, as follows: Q = 63.4k - 0.46k^2  From this relationship: (a) Find the free-flow speed and jam density. (b) Determine the critical...

Anyone fairly knowledgeable with trip generation and Excel? I have two linear regression models with multiple independent variables. I'm trying to figure out how to plot these. Thanks

You have about 6 more weeks until you get them.

When designing a shifting taper for a temporary traffic control zone on a roadway with a posted speed limit of 55 mph, the taper length should be at least: A. 0.25L B. 2L C. (WS)/2 D. (WS^2)/60

A freeway is located in rolling terrain, and has the following characteristics: NB Traffic Volume: 2250 vph Number of lanes in one direction: 2 PHF: 0.92 Trucks: 4% Buses: 3% RVs: 1% The peak hour flow rate in pc/ph/pl for the NB segment is most nearly: A. 680 B. 1257 C. 1359 D. 2718