Concrete and Masonry Repair vs Replacement in Seattle, WA

Record crack width and pattern, displacement, spalling, staining, loose units, ponding and adjacent movement. Date photographs and measure elevations where relevant. A single crack can reflect shrinkage, settlement, roots, overload or water; the visible line does not identify the correct repair by itself.

Sound concrete with shallow defects may accept a compatible repair after preparation. Soft subgrade, erosion, voids or moving foundations require a different response. Define excavation or investigation that will confirm support. A new topping or patch cannot stabilize material that continues to move beneath it.

Follow runoff from roofs, slopes, joints, walls and paved areas. Record low points and discharge paths. Local replacement should not redirect water toward the building or neighboring property. Wall repairs need a documented water-relief and flashing approach where those elements are part of the assembly.

Plan isolation, contraction, construction and control joints around corners, penetrations and fixed construction as appropriate to the design. A partial replacement should meet retained work at a deliberate boundary. Filling every crack rigidly can transfer movement rather than resolving it.

Where corrosion, cracking or displacement suggests concealed deterioration, define how steel, anchors, ties or dowels will be exposed and evaluated. Record the designed connection between new and retained work. Do not assume that adding more rigid connection is appropriate without understanding the movement and loading.

Sawcutting, breaking, excavation, hauling and placement routes can disturb landscaping, siding, doors and occupied areas. Identify equipment reach, pump or cart path, washout and debris handling. A repair subtotal is not a complete owner cost when access restoration remains excluded.

Record repair material, concrete or masonry unit, mortar, texture, color, joint profile, sealer and realistic match standard. Existing weathered work may not match new material exactly. Approve a sample or visible boundary before installation rather than deciding acceptance after curing.

Temperature, rain, wind, finishing time and early loading affect performance. ACI guidance addresses coordinated preparation, placement, joints, finishing and curing for slab work. Require protection and state when pedestrian or vehicle use may resume based on the selected material and specification.

Seattle SDCI publishes permit resources, but the address and work determine required review. Walls, grading, structural changes, drainage or right-of-way work may involve different requirements. Assign drawings, applications, inspections and final records before pricing is treated as complete.

Define what exposed evidence supports continuing the planned repair and what triggers partial or full replacement. Require photographs, dimensions, revised scope, price and schedule approval. Except urgent protection, do not let demolition expand through an open-ended verbal authorization.

Use Washington L&I to match the contractor legal name, registration, bond and insurance information to the agreement. Identify responsibility for design, excavation, drainage, placement, masonry, restoration and warranty. A single proposal can still contain several distinct accountable scopes.

Inspect dimensions, slope, drainage, joints, edges, wall alignment, finish and adjacent restoration. Keep product or delivery records, reinforcement and base photographs, approved changes, permits, inspections and curing guidance. Final payment should follow the documented acceptance conditions.