Title Page

  • Document No.

  • Audit Title

  • Client / Site

  • Conducted on

  • Prepared by

  • Location
  • Personnel

  • The primary materials encountered in the superstructure inspection are concrete, steel, and wood. Typical observations of deficits will be observed by: failures in the exterior closure systems of exterior walls, openings, and roofs; cracks; movement of materials; moisture penetration; and discoloration. The exterior visual survey will detect failures of surface materials or at openings that will require further inspection to determine whether the cause was the superstructure system.

  • Deficiencies

  • Concrete (columns, walls, and floor and roof slabs)

  • Overall alignment

  • Causes

  • Settlement due to design and construction techniques.

  • Under designed for loading conditions (see A10 Foundations).

  • Deflection

  • Causes

  • Expansion and/or contraction due to changes in design loads.

  • Original design deficient.

  • Original materials deficient.

  • Surface conditions

  • Cracks

  • Causes

  • Inadequate design and/or construction due to changes in design loads.

  • Stress concentration.

  • Extreme temperature changes; secondary effects of freeze-thaw.

  • Scaling, stalls, and pop-outs

  • Causes

  • Extreme temperature changes.

  • Reinforcement corrosion.

  • Environmental conditions.

  • Mechanical damage.

  • Poor materials.

  • Stains

  • Causes

  • Chemical reaction of reinforcing.

  • Reaction of materials in concrete mixture.

  • Environmental conditions.

  • Exposed reinforcing

  • Causes

  • Corrosion of steel.

  • Insufficient cover.

  • Mechanical damage.

  • Steel (structural members, stairs, and connections)

  • Overall alignment

  • Causes

  • Settlement due to design and construction techniques; improper fabrication.

  • Deflection or cracking

  • Causes

  • Expansion and/or contraction.

  • Changes in design loads.

  • Fatigue due to vibration or Impact.

  • Corrosion

  • Causes

  • Electrochemical reaction.

  • Failure of protective coating.

  • Excessive wear.

  • Surface deterioration

  • Causes

  • Excessive wear.

  • Wood (structural members and connections)

  • Overall alignment

  • Causes

  • Settlement; design and construction techniques.

  • Deflection or cracking

  • Causes

  • Expansion and/or contraction.

  • Changes in design loads.

  • Fatigue due to vibration.

  • Failure of compression members.

  • Poor construction techniques.

  • General material failure.

  • Rot (Decay)

  • Causes

  • Direct contact with moisture.

  • Condensation.

  • Omission or deterioration of vapor barrier.

  • Poor construction techniques.

  • Damage from rodents or insects.

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