Building Visual Inspection (Structural Survey)

Building Visual Inspection (Structural Survey)

A practical, site-ready guide to inspect beams, columns, slabs, walls, and foundations for cracks, spalling, honeycombing, deformation, leakage, corrosion, and other distress signs.

On-site checklist Severity rating Photo log Repair suggestions

1) What is a Structural Visual Inspection?

A structural visual inspection is a systematic survey of all structural elements to find visible defects and evaluate risk. It does not replace structural analysis, but it is the fastest way to identify locations that need urgent repair or further testing.

Goal: Record defect type + location + size (crack width/length) + severity + photos + recommended action.
2) Preparation Before Site Visit Tools + documents
Documents (if available)
  • Structural drawings
  • Architectural drawings
  • Previous inspection reports
  • Repair/maintenance history
  • Material tests (concrete/steel) if any
Tools
  • Camera/phone (clear photos)
  • Measuring tape / laser
  • Crack gauge or ruler (mm)
  • Flashlight
  • Small hammer (sound test for delamination)
  • Marker/chalk (mark crack location)
  • Level/plumb (deformation)
Safety: Wear PPE and avoid unsafe areas. If you see critical damage (large cracks, major deflection, or unstable elements), stop and isolate the area.
3) Walk-Through Survey (General Condition) Outside → inside
  1. Start outside: check overall building alignment and drainage.
  2. Move inside floor by floor: identify major distress zones first.
  3. Mark defect locations on a simple floor sketch (grid / room name).
  4. Take photos: one wide shot + one close-up with scale.
Focus on critical zones: beam-column joints, beam supports, column bases, and roof slab leakage areas.
4) Element-by-Element Inspection Columns, beams, slabs, walls, footings

A) Columns

  • Cracks: vertical / diagonal / horizontal
  • Spalling: cover concrete broken, rebar visible
  • Honeycombing: voids from poor vibration
  • Corrosion: rust stains, exposed bars
  • Deformation: out-of-plumb / bulging
Record crack width (mm), length (m), and position (top/mid/bottom).

B) Beams

  • Flexural cracks: mostly vertical at midspan (bottom zone)
  • Shear cracks: diagonal near supports
  • Deflection: visible sagging
  • Spalling: soffit cover falling
  • Leakage: stains along beam line
Diagonal cracks + deflection = possible higher risk → check urgently.

C) Slabs

  • Map cracks (shrinkage), long cracks (bending)
  • Punching zone around columns
  • Deflection: ponding water / sag
  • Leakage: ceiling stains, mold
  • Spalling at slab soffit

D) Walls & Shear Walls

  • Vertical cracks: settlement or shrinkage
  • Diagonal cracks: shear / movement
  • Step cracks (masonry)
  • Bulging: wall bowing
  • Leakage: dampness, paint peeling

E) Footings / Foundations

  • Settlement signs: door/window misalignment, floor uneven
  • Soil erosion: washout near foundation
  • Water ponding: drainage problems
If settlement is suspected, recommend soil investigation.

F) Stairs

  • Cracks at landing
  • Separation between stair and slab
  • Edge spalling
  • Corrosion stains at soffit

5) Defect Identification Guide

Cracks: record direction + width + length + pattern.

Spalling: cover concrete loss; urgent if rebar is exposed.

Honeycombing: voids/cavities from poor compaction.

Deformation: sagging, tilt, out-of-plumb, uneven floor.

Water leakage: stains, mold, peeling paint; accelerates corrosion.

Corrosion: rust stains, rebar exposure, cracking along rebar lines.

6) Crack Width & Severity Classification Simple field guideline
Crack Width Classification Meaning Action
< 0.2 mm Minor Usually shrinkage / temperature Monitor / seal if needed
0.2 – 0.5 mm Moderate Possible movement or service stress Repair plan + monitoring
> 0.5 mm Severe Structural concern Engineer review + urgent repair
> 1.0 mm Critical High risk / instability possible Stop work + safety action
Severity also depends on location (supports/joints), pattern (diagonal shear), and deformation (sagging).
7) Ready-to-Use Inspection Checklist Table (For Your Report) Copy into your log or Excel
No Element Type Element ID / Grid Floor Location Defect Type Crack Dir. Width (mm) Length (m) Spalling Honeycomb Corrosion Leakage Deform. Severity Photo Possible Cause Recommended Action Status
1 Column C1 (Grid A-1) Ground Front Crack Vertical 0.3 1.2 N N N N N Moderate P01 Shrinkage / load Monitor + epoxy injection Open
2 Beam B3 (Grid A-2) 1st Living room Crack Diagonal 0.6 1.5 N N N N Y Severe P02 Shear stress Structural review + jacketing Open
3 Slab S2 Roof Toilet Water leakage N N N Y N Moderate P03 Waterproof failure Waterproof repair Open
Tip: Always take 2 photos for each defect: (1) wide shot showing location, (2) close-up with ruler.
8) Repair Recommendation Library (Quick Reference) Common defects → fixes
Defect Common Cause Recommended Repair
Hairline crack Shrinkage / temperature Sealant / monitor
Crack 0.3–0.8 mm Movement / load Epoxy injection
Spalling Corrosion / low cover / impact Remove loose concrete + clean rebar + anti-rust + patch mortar
Honeycombing Poor vibration / congested rebar Chip + grout injection + repair mortar
Corrosion Water ingress + carbonation Remove cover + clean rebar + anti-corrosion coating + patch
Water leakage Waterproof failure / drainage Waterproof membrane + seal joints + improve drainage
Beam deflection Overload / weak reinforcement Strengthening (steel plate / FRP / jacketing)
Column distress Overload / poor detailing RC jacketing / steel jacketing
Settlement Weak soil / erosion Soil investigation + underpinning + drainage improvement
9) Photo Log Template Track your evidence
Photo No. Date Element Floor Description Taken by
P01 Column C1 Ground Vertical crack 0.3mm, length 1.2m
P02 Beam B3 1st Diagonal crack near support, width 0.6mm
P03 Roof Slab Roof Leakage stains at toilet ceiling

10) Conclusion & Recommendation (Report Template)

Conclusion: The building was visually inspected for structural defects (cracking, spalling, honeycombing, corrosion, deformation, and leakage). All observed defects were recorded with location, measurements, severity classification, and photo evidence.

Recommendations:

  • Repair cracks > 0.3 mm using appropriate method (often epoxy injection).
  • Repair spalling immediately to prevent reinforcement corrosion.
  • Fix waterproofing/drainage to stop recurring leakage and corrosion.
  • For severe/critical defects, perform further testing (rebar scan, rebound hammer, core test) and structural evaluation.
Want the downloadable Excel form? Use the file: Building_Visual_Inspection_Checklist.xlsx

Quick Site Checklist (Print Friendly)

Columns: ☐ cracks ☐ spalling ☐ honeycomb ☐ corrosion ☐ deformation

Beams: ☐ midspan crack ☐ diagonal crack ☐ sagging ☐ spalling ☐ leakage

Slabs: ☐ map cracks ☐ punching crack ☐ deflection ☐ leakage ☐ stains

Walls: ☐ diagonal crack ☐ step crack ☐ bulging ☐ dampness

Foundation: ☐ settlement ☐ uneven floor ☐ erosion ☐ ponding water

Stairs: ☐ landing crack ☐ separation ☐ edge spalling ☐ corrosion

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