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Recent content by DIRTyEngineer

  1. DIRTyEngineer

    Capillary-Free granular base for moisture barrier/retarder

    I would call AB slang; if it doesn't have an ASTM or local DOT it means different thing to different people has been my experience. Remember water vapor can travel upward nicely through free draining material. I have done most of my work in the Midwest so I have never seen a site that has no...
  2. DIRTyEngineer

    Capillary-Free granular base for moisture barrier/retarder

    cvg I think we agree. The fine clean sand that moves I would call beach sand in the field. Our local road gravel spec allows up to 60% sand (finer than #4 screen) so I call it sand. Anyway back to the original question about the AB vapor barrier. Didn't the old BOCA code allow AB instead of...
  3. DIRTyEngineer

    Capillary-Free granular base for moisture barrier/retarder

    I have spent some time with these problems for small to medium retail construction. Here are my random thoughts on the subject. I think that owners are getting conflicting info and current specs sometimes show this. Owners who have dealt with there floor coverings not sticking are willing to...
  4. DIRTyEngineer

    cure room Thermometer

    We use a Sper Scientific Data logger. It does not connect directly but uses a docking station
  5. DIRTyEngineer

    Does this reference exist

    I sent an email to the University of Toronto. Thank you for your help. Most years I visit family over labor day near Niagara Falls and would drive very close to Toronto.
  6. DIRTyEngineer

    Field testing to verify allowable design bearing pressure

    I read in another Eng-Tips forum that "There is a great paper from 24th Annual Symposium on Engineering Geology & Soils Engineering called "Dynamic CPT for Test-Pit Field Investigations: Experiences with Sowers' Cone Penetrometer" by L.E. Robinson that provides several equations to correlate...
  7. DIRTyEngineer

    Does this reference exist

    In ACI 360 reference 25) is Walker, Cragg "Heavily Loaded Floor Slabs Placed on Topsoil - A Case Study Engineering Digest of Canada. I have looked all over for this article does anyone know were I could get a copy of this ?
  8. DIRTyEngineer

    4" by 8" cylinders

    That is good for a laugh DarthSoilsGuy. I have been down that road before. We like to use the 4 X 8 's but half the time we don't get the spec until the job is half over or there is a problem.
  9. DIRTyEngineer

    4" by 8" cylinders

    Do you see many companies using the smaller cylinders ? Does this met ASTM C-39 ?

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