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Recent content by GrumpyG

  1. GrumpyG

    Building fills with SW-SM Material

    As it turns out, the site contractor used the alternative material at no additional cost. The geotech was happy, the Owner was happy, etc. I just thought it was odd that the Geotech wanted a material with more clay and would not approve the SW-SM material. With the 18-20'fills, the shot...
  2. GrumpyG

    Shoring Requirmenets for Building Excavation

    Many times I have tried to minimize the amount of shoring on a project. With a tight site condition, the room gained by shoring becomes a valuable and necessary area for stocking materials. Attempting to save money on shoring also may result in an unsafe condition.
  3. GrumpyG

    Drawings verses specification

    Lately, Drawings and Specifications are equal on the list. A statement will be inserted stating where a conflict between the drawings and specifications occur, whichever is of greater value will take precedent. A tough statement in a competitive market where one is trying to be the low bidder...
  4. GrumpyG

    Building fills with SW-SM Material

    Gray laminated dolomite with dark gray chert in irregular bends, stringers and nodules, with band s of quartz and quartz sand grains. Technically, Ordovician-aged, carbonate, Rickenbach Formation(Ori).
  5. GrumpyG

    Building fills with SW-SM Material

    Fortunately, the cost for the testing agency's preferred fill over the site contractor's quarry overburden was a slight savings. I had talked to another Geotech and he agreed to some extent that sand is not a good fill material. Possible sinkholes in the area also were cause for concern if the...
  6. GrumpyG

    Cost Estimating Woes

    Many times I have dreaded being the low bid because of the agressiveness of my unit manager. However, the unit manager always fostered a real team attitude. We all helped each other when things didn't work. Typically, there never was a big difference in pricing, and the unit head always...
  7. GrumpyG

    Building fills with SW-SM Material

    The same geotech that wrote the report is the onsite inspector. Geotech Report states that Borrow fill shall have less than 50% silt/clay by weight. Another contradiction. He knows the material we proposed and just "doesn't like it." It is too sandy. We had the material tested by another...
  8. GrumpyG

    Building fills with SW-SM Material

    We proposed using SW-SM for fill. 100 % passes the 3/8". 11.3% passes the #200 sieve. Onsite material is clay and is unusable due to moisture and freezing issues. Knowing the time of year for construction, we decided to not completely balance the site and import select fill for the project -...
  9. GrumpyG

    Building fills with SW-SM Material

    civilperson: When you mean "Rock", is that your term for any coarse-grained soil(soils "above the line" on the USCS chart)? The rock we wish to use is blasted from the site. I think is should be okay to fill using a 12" size rock or more, 8' or greater below subgrade.
  10. GrumpyG

    Building fills with SW-SM Material

    We are importing type SW-SM material for a building pad. The specification clearly states SW and SM material is satisfactory. Fills for the building pad are from 0' to greater than 20'. Maximum rock size for fill in the specification is 3". The site plans indicate to use ML or CL material for...
  11. GrumpyG

    Mentoring advice

    The enthusiasm and energy associated with young engineers will reinvigorate your office. You will gain a window onto different perspectives and lifestyles you may have forgotten. It is difficult, however, to schedule enough time to properly train young people and get your own work done. When...
  12. GrumpyG

    AGTEK Cut / Fill Factors

    The factor also depends on how you price the project. Is the the unit cost for hauling excess based on 10 CY per tri-axle load? Is it more? less? The shrink/swell factor of the material for import should factor into the pricing quantities as well. Each company uses their historical experience...
  13. GrumpyG

    6 mil vapor barrier versus 10 mil vapor barrier

    Hopefully, the slab is not poured! Was 10 mil specified? If the slab is poured, perhaps it's best to leave the slab with the 6 mil in place with a credit. If 6 mil was specified, then the Contractor is owed an extra to remove and replace it.
  14. GrumpyG

    Deep Foundation Text Suggestions

    For caissons: Pricing should include a defined rock socket - 2', 5' etc. There should be a defined LF of rock removal with the use of a core-barrel above the cost for an earth augerd caisson. Beyond the rock socket include: 50 LF of 36" dia caisson rock removal 25 LF of 48"...
  15. GrumpyG

    House Foundation Formwork

    Most home builders use aluminum forms. They are lightweight and can be easliy carried. You may be able to get an engineered shop drawing from the form rental company. Ask the person that sells the reinforcing steel for a reference for form rental. They may also rent forms as well. Other...

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