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Soils and Foundations

Quiz Questions:

   
1. Expansive soils are often referred to as 'swelling soils' and have the characteristics of absorbing water and swelling, or shrinking and cracking when drying.
       
    True
    False
       
2. A subsurface soil investigation is not necessarily required to determine whether the existing ground-water table is above or within 5 feet (1524 mm) below the elevation of the lowest floor level where such floor is located below the finished ground level adjacent to the foundation.
       
    True
    False
       
3. Excavations for any purpose shall not remove lateral support from any footing or foundation without first underpinning or protecting the footing or foundation against settlement or lateral translation.
       
    True
    False
       
4. The use of the angle of internal friction to calculate slope stability is not applicable cohesive soils and granular materials.
       
    True
    False
       
5. A presumptive load-bearing capacity is not permitted to be used where the building official deems the load-bearing capacity of mud, organic silt or unprepared fill is adequate for the support of light weight and temporary structures.
       
    True
    False
       
6. The minimum depth of footings below the undisturbed ground surface shall be ___________ inches.
       
    Six
    Ten
    Twelve
       
7. The term 'water proofing' is often used where damp proofing is really meant to take place.
       
    True
    False
       
8. Flexural length is not the length of the pile from the first point of zero lateral deflection to the underside of the pile cap or grade beam.
       
    True
    False
       
9. Micropiles are not 12-inch-diameter or less bored and are not grouted-in-place piles incorporating steel pipe or steel reinforcement.
       
    True
    False
       
10. Piers are relatively short in comparison to their width, with lengths less than or equal to 12 times the least horizontal dimension of the pier. They derive their load-carrying capacity through skin friction, through end bearing, or a combination of both.
       
    True
    False
       
11. Precast piles are manufactured as solid units or may be made with a hollow core and can also be made with internal jet pipes or inspection ducts.
       
    True
    False
       
12. Concrete shall have a 28-day specified compressive strength (f ?c) of not less than ______________psi, where concrete is placed through a funnel hopper at the top of the pile, the concrete mix shall be designed and proportioned so as to produce a cohesive workable mix having a slump of not less than 4 inches and not more than 6 inches.
       
    1,500
    2,500
    3,500
       
13. Grout shall have a 28-day specified compressive strength (f 'c) of not less than _____________psi. The grout mix shall be designed and proportioned so as to produce a pump able mixture.
       
    2000
    3000
    4,000
       
14. Protective sleeves used as a subterranean termite barrier cannot contain any cellulose material.
       
    True
    False
       
This section is about the High Velocity Hurricane Zone:
       
15. The discontinuous edges of all slabs surrounding swimming pools and floor slabs for screen patios and utility sheds shall be at least a minimum of 8 inches deep and 8 inches wide and shall be reinforced with one continuous bar.
       
    True
    False
       
16. The reinforcement for monolithic footings and other principal structural members in which concrete is deposited against the ground shall have not less than ______________of concrete between the reinforcement and the ground contact surface.
       
    3 inches
    2 inches
       
17. The formula P= 2Wh / (S+1) is for a _______________________________.
       
    Single acting hammers
    Double acting hammers
    Drop hammer
       
18. Prestressed concrete piles shall be cast of concrete having a compressive strength of not less than 5,000 psi at time of driving and 3,000 psi before transfer of the prestressing force.
       
    True
    False
       
19. For end-bearing piles, the allowable stress may be determined on the basis of an allowable stress of _____________ of the yield value of the steel.
       
    25%
    50%
    75%
       
20. The thickness of the foundation wall shall be not less than _____________in a high velocity hurricane zone.
       
    6 inches
    8 inches
    10 inches
       
   
 
 

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