Page 64 - Urban Construction Project Management
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Testing and Quality Control  39
          a factory-made component. Thus, great care must be taken to ensure that proper test-
          ing is performed so that a failure will not occur. The erection of a concrete structure
          is an excellent example where the use of a mixed type material must have adequate
          testing. Concrete is a very viable construction material if placed according to the
          standards established by the organizations. However, due to the complexity of mix-
          ing the ingredients at the plant and transporting it to the site, placing the concrete at
          the site requires numerous controls to obtain an excellent final product. The testing
          of concrete should include:
           1. A trial concrete mix approved by the owner’s engineer
           2. Proper mixing procedures at the concrete plant
           3. Timing for the transportation of the concrete mix
           4. Designed and properly installed form work and shoring so that they will not col-
             lapse or deflect
           5. Temperature monitoring of the concrete at the site (to make sure that flash setting
             will not occur)
           6. Ambient temperature monitoring (too hot for flash setting and too cold for freezing)
           7. Slump test to confirm water/cement ratio of the concrete
           8. Supervision for concrete vibration and dropping height for the actual placement of
             the concrete
           9. Monitoring the thickness of a concrete slab
          10. Assurance that all the concrete encapsulates the reinforcing bars, especially when
             pouring columns
          11. Placement of a sample of the concrete into concrete cylinders to determine the
             compressive strength of the concrete at 7, 14, and 28 days (via testing in the labo-
             ratory). This will be accomplished for design strength conformance and to know
             when the forms can be stripped
          12. Checking the number and location of the reinforcing bars required for the pour
          13. Proper curing of the concrete
          14. Assurance that reinforcing bars are properly lapped
          15. Assurance that all exterior exposed concrete is covered by 3 inches of concrete
             (2 inches for interior concrete) over the reinforcing steel


          Even though steel sections are fabricated in a controlled environment at a plant, the steel
          members must be connected in the field by iron workers with bolts and/or welding.
          Thus, stringent testing is also required for a steel structure. Some of the tests that would
          have to be considered when erecting steel are the following:

           1. Proper bolts are being utilized.
           2. Required tightening (torque) of the bolts needs to be accomplished by code
             standards.
           3. Steel sections as indicated on the approved shop drawings are in fact being
             installed.
           4. Welds have to be checked for proper thickness and continuity.
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