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I have following books for sale: NCEES 2004 sample PE civil exam (AM exam & PM all branches) - $50 with shipping NCEES 2008 sample PE civil exam (AM exam & PM all branches) - $30 with shipping NCEES 2011 sample PE civil exam (AM exam & PM Transportation) - $40 with shipping NCEES...

I have following PE civil morning and transportation afternoon books for sale: CIvil Engineering Reference Manual for the PE exam (no markings) - $150 AASHTO Green Book - $150 NCEES PE CIvil - Transportation sample questions and solution (2011) - $40 NCEES PE Civil - Geotechnical sample...

Thank guys!

Can someone help me solve this: Bore-hole logs show interbedded soil layers with the following characteristics. What is the overall hydraulic conductivity through the soil layers? Layer Thickness (cm) Soil Class 1 70 SP 2 109 GC 3 88 SM 4...

I am having exactly same problem. I came across that problem in NCEES 2008 and 2011 practice exam book.....I tried to ask this question under Structural Engineering section of this forum. You can check it out. If you find information about this in any book please let me know. if you find it in...

My civil engineering reference manual and quick reference book is full of notes with pencil. I wanted to know if I can carry it to PE Exam or does the notes on those books have to be with a pen. Thank you.

can anyone solve this: A circular horizontal curve with a radius of 1430' and a deflection angle of 14"30' has its point of intersection at sta. 572+00. The forward tangent is to be shifted parallel to itself and 12' to the left. If the point of curvature station remains in the same place. What...

you can find average acceleration rate (for passing sight distance) and average deceleration rate (for stopping sight distance) for car from chapter 3 of the green book.

I am planning to purchase sample PE exam book by Michael Lindenberg....I wanted to get some reviews on whether that book is a good representation of actual PE exam? I already bought NCEES sample PE problems book, which every one told was a good representation of the actual exam......but wanted...

I came across similar problem in 6 min. solutions and they had referred to same formula in their solution.

Easiest way is to use formula give in Traffic Engineering Handbook, Pg: 332 L = VK25(1+p)/Nc v= peak 15-min flow rate K = constant to reflact random arrival of vehicle, usually 2 p = percent trucks Nc = no. of cycle per hour = 300*2*25 (1+0.1)/40 Answer is B = 413 ft

Thank you. You are right it is pretty simple. It actually made more sense with the way you did it - it was kind of confusing in the book. Thanks again!

My understanding was to get worst case scenario you need to take moment about footing A: (Wind load x Height of footing) + ((dead load + live load) x distance between footing). I thought the answer will be wind + dead + live load, am I doing something wrong?

for some reason I am not able to upload any more files. If you can give me your email address I would be happy to email it to you.

I am sorry but the question didnt show up on my previous post when i tried to send it as an image. Here is the question: A 6hr storm rains on a 25 mi2 (65 km2) drainage watershed. Records from a stream gauging station draining the watershed are shown. (a) construct the unit hydrograph for the...

Answer to this question is 67.5 m3/s (2492 ft3/sec). Thank you for your help!

Can anyone help me understand why answer to this problem is C? I have attached the problem in this post. Thanks for your help!

I am having little difficulty understanding Unit Hydrograph example problem #20.4 on page 20-9 from the civil engineering reference manual can anyone help me understand it. Thanks for your help in advance!

I am positive the answer to this question is 43 mph. I looked a similar problem in Traffic Engineering text book by Roess, Prassas and McShane pg. 210 I have attached the solution, I hope it explains it.