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One and done! So glad to have that out of the way. Good luck to those still waiting and congrats to all the rest! Best wishes for those looking ahead to October! Kansas, Civil/Geotech

1.) Louisiana (6-18-09, Thursday, email, 3:10 pm) 2.) Missouri 3.) Indiana 4.) Florida (6-18-09, email) 5.) Utah 6.) Washington 7.) Ohio 8.) South Carolina (6-18-09, email) 9.) Arizona 10.) Vermont 11.) Michigan 12.) Montana 13.) West Virginia (6-19-09, letter) 14.) Mississippi...

PASSED that sucker!! Good luck to the rest of you!

Me either. I believe we wouldn't see our names until registration is completed with the state and assigned license numbers. Passing the PE is just the beginning of that process.

New info on KSBTP website states results will be mailed tomorrow!

Just emailed a friend that took it in Oct. '07, he didn't know until around Jan. 1. So about 70 days give or take the holidays and the USPS not running over that time frame.

There is a Meeting Schedule link on KSBTP. The July meeting which enginerd refers to is listed there. If that is the case, I couldn't believe a meeting scheduled to "approve" NCEES list would so far out from the anticipated results date. Then again it does fall in line with the 10-12 week...

"Enjoy" your vacation! Try to think about the results on only 60% of your trip.

I noticed the site was updated today, did anyone notice anything different?

KSBTP has been my favorite website the past couple of days for sure! I was excited to see the database was updated today, and went as far to search for my name...to no avail.

I haven't yet dug into the details of drilled shafts, and I've only just glanced over the material. From what I can tell for all practical purposes, one can analyze drilled shafts in a method similar to piles? Are there any tricks/assumptions to be made regarding drilled shafts that I should...

Hi all, I have a question regarding Example Problem 8.5 in Das' Principles of Foundation Engineering (5th ed.) In solving for Sv (vertical spacing of the geotextile reinforcement), the author calculates the required spacing at various depths as follows: D=8 ft, Sv=33.6 in D=12 ft, Sv=22 in...