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  1. M

    Pavement Marking Material

    I know of three types. 1. Waterborne paint: Lease expensive and usually used in temporary applications 2. Hot Thermo Plastic - more expensive but more durable than waterborne 3. Epoxy - Most durable and most expensive, usually used on concrete surfaces. Hope that helps. Also you will...
  2. M

    Civil Job Market

    the position I got there were 65 applicants for 3 openings.
  3. M

    dissipating footing pressure to soil below

    Yes, the net pressure increase to be used at bot of ftg has overburden subtrafcted. Only the pressure additional to this will cause increase in stresses in soil layers below.
  4. M

    exit gradient when there is seepage

    I think exit gradient is like a unit vector in direction of seepage.
  5. M

    Bearing capacity question

    It would depend of the max overburden of the shallow side.
  6. M

    Practice Problems Advice

    Most morning problems are basic and can be solved off the top of your head.
  7. M

    Tabbing the CERM

    Dont waste your time with tabbing, do more problems.
  8. M

    need help on enviro and water treatment

    If you dont know it I would just forget about it. You cant learn that stuff in a couple of weeks. Omitting some areas should be part of your study strategy.
  9. M

    compacted fill water and dry density

    Correct. The wet and dry densities are easily related and you obtain the moist denisty from the proctor test and then calculate the corresponding dry density, which is obtained at a certain moisture content. In the field water may be added to a material to increase mositure if it is too dry...
  10. M

    Practice Problems Advice

    Your plan is sufficient to pass this test.
  11. M

    Exam- Did you finish all questions? Six mins per question?

    AM took me 2.5 hours, PM took me 3.5 hours (Geotech).
  12. M

    Geotechnical PM Experiences

    brittle
  13. M

    calculating head loss in pipe on pipe networks

    Just a guess but probably because the velocity head is much smaller than the energy from the elevation and pressure heads and is negligible.
  14. M

    How many years out of college were you when you got your PE??

    PE Civil April 2013, 7 years after graduating. 29 Years Old.
  15. M

    anchored bulkhead supporting excavation

    PE guy you are correct. Sum forces in X dir. = 0 and solve for unknown tie rod tension force.
  16. M

    PE Exam - Construction Breadth practice problems

    Know critical path method scheduling and basic earthwork calcs
  17. M

    RESULTS - APRIL 2013 - Official Thread for Banner

    MikeMcC215 Passed PE Civil (Geotech.) PA April 2013
  18. M

    Mind answering a few questions about specific interests within Civil Engineering?

    Sounds like Geotechnical and or Mining Engineering would suit you best. GL.
  19. M

    primary vs secondary consolidation

    Secondary consolidation takes place over very long periods of time(years), if you are surcharge loading for ground improvement you most likely will only be able to achieve some of primary consolidation and probably zero secondary consolidation in this time frame. Thats the way you need to think...
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