Search results

Professional Engineer & PE Exam Forum

Help Support Professional Engineer & PE Exam Forum:

This site may earn a commission from merchant affiliate links, including eBay, Amazon, and others.
  1. P

    VERMONT

    Passed !!!!!!!!! Gotta go kiss my kids and wife!!!! Yahoo!!! and donate to this board.
  2. P

    NCEES April exam survey

    Got an email today asking to fill out a survey. Should I email them back and state that I have completed the survey............... and will send them the results in 10 weeks? :-)
  3. P

    Transportation afternoon - April 2104

    What did you guys think? My first time sitting for the exam. Harder than the NCEES practice exam I thought. I had struggled to find the MUTCD stuff, however I eventually found everything. Stuglled with another "look up" problem and checked another reference and found it. That cost me a...
  4. P

    Overall exam- April 2014

    Well, how did you do? I thought the exam was harder than the NCEES practice exam and Mike's morning practice exam. I was very happy with my preparation and was glad that I studied so much. I did a very poor job with time management, but when it is all said and done I think I'm looking at a...
  5. P

    Labor hour cost

    A painting crew consist of the follwoing 1 super @ $29/hr 3 painters @ $21/hr 1laborer @ $16/hr Crew productivity is 200ft^2 /LH The labor cost for painting a total surface area of 5,000ft^2 is A. $540 B. $1080 C. $1880 D. $2700 I know how to calculate labor hour cost, so I come up...
  6. P

    NCEES sample exam, question 515

    Min clear zone on a low speed rural collector and rural local road is most nearly: I said 10' which was correct, however I can not find the langauge the answer refers to anywhere in the Green Book. I'm wondering if this is a case of the current green book differs from the edition that was used...
  7. P

    Que dissipation- 6 min solution & Goswami

    Problem #70 of 6 min solution- transportation. Two lans of a freeway have a capacity of 4200vph. Normal flow is 3100vph. An accident occurs and blocks traffic for 10 minutes. After 10 mins, both lanes are open back up. How long does it take for traffic to break up? Convert flow to...
  8. P

    Passing score ?

    I talked to someone today who stated she had friends that got their score when they passed. I thought if you passed you just got a congrats, but if you fail they break it down. I asked her twice and she is positive. Does it differ from State to State? She did mention some states except the...
  9. P

    Average end area volumes

    Pretty straightforward except I notice when one end is very small or zero, the examples don't use the truncated pyramid for that section. The NCEES practice exam was this way as well. No big deal I guess.
  10. P

    NCEES Transportation Depth problem 531

    Runoff from a subdivision is collected in a basin then released at 43 CFS through a circular corrugated metal pipe. ( n=0.025) The pipe slope is 0.001ft/ft Find the diamter (ft) of the pipe that should be used to deliver the flow. A. 3 B. 5 C. 6 D. 18 I ran out of time yesterday and...
  11. P

    2011 NCEES transportation practice exam

    Full mock up today. 71/80 Had 20 minutes to spare in the am, basically guessed on one last question in pm. Now, I'm spent. I can surely see light at the end of the tunnel now. My study strategy seemed to pay off. I have done so many geometric design problems I have just about every formula...
  12. P

    PassPe Transportation Depth Module

    Anybody here purchase this? I have thought about pulling the trigger as this is the only depth manual around with the current NCEES references listed. I think I'm in good shape, but it would be nice to have a professional layout that references the updated reference material. Thanks
  13. P

    Warrant #4 MUTCD

    I have searched for updates, but dont see any. In the CERM and the Goswami depth reference section, they state Warrany #4 requires gaps in the traffic stream to be less than 60 per hour. They also state you need ped volume of greater than 190 peds per hour. I dont see that language either...
  14. P

    Horizontal Curve with intersection angle of 90 or greater

    Early on in my preparation I remember doing a problem where the radius of curve was required. Easy problem and when I checke the answer I was wrong because, the intersection anle was 90 degrees and the explanation was when the I is 90 or greater the radius is found using...... For the life of...
  15. P

    Lindberg Sample Exams Problem 164

    4th edition- 2nd printing Problem ask to recomend a rate of superelevation. Because all the sample material out there and reference books use the 2004 green book I want to double check my method. Question ( not word for word) Circular curve is designed as part of a 2 lane rural highway...
  16. P

    6 min solution - Transp depth- problem 27

    Problem ask for saturation flow rate in a 4 way intersection. Pretty straightforward execpt the new 2010 HCM makes things interesting. Looks like the formula in the 2010 HCM has changed for lane width adjustment. Exh. 18-13 gives an adjustment factor for lane width fw of 1.0 for lanes between...
  17. P

    tricky or poorly written sample exam problem?

    I took Mike's Civil PE Guide morning exam this past weekend. Compared to the Gowami and Lindberg exams, this was a walk in the park. I believe I have read that aside from the NCEES sample exam, Mike's exam guide is really close to what I will see. You all agree? I scored 34 out of 40. The...
  18. P

    Lindberg Civil PE Sample Exam, 4th edition Problem 193

    4 leg Intersection in an urban area, speed is 45 MPH, width of each leg is 48'. Average length of vehicle is 20', deceleration is 11.2ft/sec. Piev is 2.0 seconds clearance time is included in yellow interval. What is most nealry the min yellow time A.2.5 secs B. 4.0 C. 5.5 D 6.0 I got...
  19. P

    Looking for 2008 NCEES Transportation Practice Exam

    I have searched but could not find a copy. Anybody got a copy? I have the 2011 but would like another practice exam to take. Thanks in advance
  20. P

    Error or Engineering Judgement?

    Goswami All in One depth exam, problem 518. The question ask for the Minimum width measured from the edge of the 8' shoulder which should be free of obstructions. This is a 2 lane rural freeway with 12' lanes. The ADT is 16,000 and the design speed is 65 MPH. The foreslope off the...
Back
Top