Downtown Greenville's oldest brick chimneys were built with lime-based mortar that behaves differently from modern Portland cement. Understanding the four stages of lime mortar deterioration helps determine the appropriate scope of repair.
Stage 1 — Surface Erosion
Joint face has receded 1/8–3/16 inch below the brick face. Mortar still structurally bonded but beginning to expose the brick edges to moisture. Surface treatment may be sufficient.
Stage 2 — Joint Opening
Joint has receded 1/4–1/2 inch. Gaps wide enough to channel water toward the chimney interior. Tuckpointing — removing loose material and packing with fresh mortar — is the standard repair at this stage.
Stage 3 — Brick Edge Exposure
Mortar loss has fully exposed brick mortar-bed edges. Water is now regularly contacting the un-protected brick undersides, accelerating spalling on freeze-thaw cycles. Tuckpointing plus spalled brick assessment required.
Stage 4 — Structural Movement
Mortar loss significant enough that courses have begun to shift or separate. Individual brick replacement, possible relaying of affected sections, plus full tuckpointing of the surrounding envelope. Early identification prevents this stage.