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Recent content by emmgjld

  1. emmgjld

    High Snow Load on Deck

    My thought would be yes. I will add that my experience in Ski Areas is if woodburning fireplaces are allowed. Allow for a pile of firewood, even with the snow load.
  2. emmgjld

    Soil Lab Test

    With no more info, It is a Low Plastic Silt or a Low Plastic Silt with clay
  3. emmgjld

    Masonry Cleanouts

    The bottom of the grouted columns could be cored. If too much debris, cleaned out and dry-packed.
  4. emmgjld

    Need Advice for Commercial Site with Semi Trucks

    To answer the questions requires detailed information on the subgrade soil profile to a depth of at least 4 feet, and then the answer will only give direction for you to pursue. -- Such information would include: water table, with seasonal variations. -- Soil classifications (sieve, possible...
  5. emmgjld

    Retaining Wall Design Sanity Check

    1/2 inch movement in an 8 to 10 ft high wall is not out of the normal. The idea there will not be movement during and after backfill compaction behind this type of wall is not reasonable.
  6. emmgjld

    Walls separating from building

    Need good soils Info & Foundation Info
  7. emmgjld

    Crushed Stone Footing For Residential Concrete Foundation Wall

    As one who deals with frost heave, as well as insulation issues, I ask: What are the shallow ground water issues? What are the site drainage conditions? Can shallow or deeper soil moisture continually migrate beneath the slabs or foundation elements and freeze? Will the "ledge below the soil"...
  8. emmgjld

    roads stabilizations

    Does the soil have a large sulfate (could be as gypsum) content??
  9. emmgjld

    Form release agent pooling in keyway

    Yes, if excessive quantities are present, it could be a detriment. My father, back in the 1960's, considered a wall base keyway to be an excellent collector of construction debris and such. He taught me to avoid them.
  10. emmgjld

    Can someone help me better understand "mobilization" of deep foundation capacities?

    Driven Piling overcome both skin-friction and end bearing during the driving process. The driving process ends when the element has encountered sufficient bearing, side & end OR the depths are beyond the project budget. A drilled pier can be placed under a number of criteria for length but...
  11. emmgjld

    MSE Wall Global Stability Under Existing Homes and Wall Questions

    A section showing the original ground surface would be nice. Also, any drill hole data and info on the site geology Surely, something this size has a decent study behind it.
  12. emmgjld

    Drylock on CMU basement walls

    Removal of the clay backfill area and replacement with a free-draining material (A57 stone is one such) would be my recommendation. After the wall has dried, the staining on the CMU can be 'washed' off, over a period of time. Assuming the staining in the basement corner is adjacent to an...
  13. emmgjld

    Regarding soil classification

    and another, for your pleasure
  14. emmgjld

    Regarding soil classification

    Dik Engineers Testing Laboratories, Phoenix, Ar. 1960
  15. emmgjld

    Soil sieve set for performing grain size distribution

    Unless specific sizes are required, such as water movement, soil to or from sand/gravel filter I have used 3",2",1.5",1",3/4",1/2",3/8",#4,#10,#20,#40,#100,#200 and hydrometer for .02 & .005 mm This has worked for me in Western Colorado, USofA

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