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  1. Ranger88

    2016 results

    and the wait begins. . . .
  2. Ranger88

    PA will be the last to release again

    I think it took 7 weeks last time.  Didn't the states release the results the same week that they had their meeting?
  3. Ranger88

    2016 results

    I felt the am was easier than how I did in OCT. I felt good. Geo PM. I hope that my am pushed me to the V. :-)
  4. Ranger88

    2nd TIme taking the PE Civil/Structural and still feel Stupid. I need help and guidance

    Clear your mind.  We are always learning.  Anyone who forgets that they were the pupil is... irrelevant.  This is your journey and you are that much better for it. Regardless of the outcome you will be a better engineer because of this test experience. Good luck.  We all will need it :-)
  5. Ranger88

    Exam Day Rules for PE Exam

    My prayer to the Geo gods as I go to beat the PE https://www.youtube.com/watch?v=RBMY3VV5AMA
  6. Ranger88

    Exam Day Rules for PE Exam

    I hope the geo gods grace me on Friday. Will I get kicked out if I bring soil and scatter it in a perfect circle around my desk? Mohr luck?
  7. Ranger88

    April 2016 Pencil

    blue
  8. Ranger88

    Last Week - Any advice?

    I plan on going hard until Wednesday. Massage up on thurs. Win on Friday!
  9. Ranger88

    6 minute Solutions Request Assistance

    JMCC06, From what I am following, they take a moment at the pivot point and ignore the passive pressure in front of the bulkhead; its is the free earth support method.  However- (this applies to this problem and sheetpile design in general) How do I know what method to design by for the PE?  I...
  10. Ranger88

    6 minute Solutions Request Assistance

    On 6MS second edition, #86: Why do we ignore the passive pressure for determining the pivot point of a anchored flexible bulkhead? The passive pressure is large.. That does not seem sensible.. Can someone please clarify why? Thank you. -Bruce
  11. Ranger88

    Breadth Consolidation Vs Settlement

    Pat, when would you use  2:1 via 60 degree method for calculating increase of stress in a clay layer? -Bruce
  12. Ranger88

    Pile Group Settlement

    SMS 70: Why is the 60 degree method used to evaluate a pressure distribution Area of Influence from a point (2/3)(Length of Pile group) rather than the 2:1 methods for calculating the consolidation at the mid point for clay layer for a Pile group? Thank you.
  13. Ranger88

    For those discovering they didn't pass...

    Can you please clarify which references for Das, Bowels, Coduto?  And for ASCE are you talking about ASCE 7-10?  Thank you.
  14. Ranger88

    For those discovering they didn't pass...

    I got 47/80 as well on geotech.  we got this. Next time is ours. Sucks hard. real hard. I put probably 300 + but its going to be bittersweet when I pass this. I will kill this exam.  I'm happy for those who passed.  We should identify if anyone who had above a 47 who did not pass.  48/80 = 60%.
  15. Ranger88

    For those discovering they didn't pass...

    will do, thanks guys.
  16. Ranger88

    Arizona Results are OUT!

    I took geotech civil pm and failed
  17. Ranger88

    For those discovering they didn't pass...

    70 % am 47% pm geotech :(
  18. Ranger88

    Oct 2015

    i sat proxy in wa.. I NEED THESE RESULTS AZ COME ON!!! ahhHHH
  19. Ranger88

    Call your boards to see when results will be updated by

    Arizona : no response
  20. Ranger88

    Oct 2015

    It is week 6.  We have at least 2 weeks before the results will even be released. Hopefully soon.
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