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Brick Repair · Lake Bluff, IL

Brick Repair - 1968 Brick Colonial Pre-Sale

June 2, 2025 | West Lake Bluff area

Brick repair in Lake Bluff, IL replaces spalled, cracked, or efflorescing brick face units while matching Standard residential brick with some older soft brick color, era, and bond pattern to preserve structural and visual integrity on 1968 brick Colonial homes.

Before: Lake Bluff 1968 brick Colonial completed work by Delta Masonry Before
After: Lake Bluff 1968 brick Colonial completed work by Delta Masonry After
Service Brick Repair
Scope Front and side facades, 34 replacement brick units, mortar joint repointing
Mortar Type Type N
Duration 3 days
Building 1968 brick Colonial
Neighborhood West Lake Bluff
Common brick stock Standard residential brick with some older soft brick
Weather exposure Moderate
County Lake County
From our shop 5 miles

The Problem

A home inspector flagged mortar joint deterioration and spalling brick on the front and south-facing side facades of a 1968 brick Colonial in West Lake Bluff. The owners were preparing to list the property and needed the work completed before photography and open house.

The inspection report identified 34 brick units with face spalling ranging from surface crazing to full-depth fractures. Several units near the front entry had lost more than 40 percent of their face. Open mortar joints were present along two window sill courses and at the base of the front porch column returns. The column return joints measured 5/8 inch deep with no residual bond to either brick surface.

The inspector also noted a prior patch on the east-facing garage wall using a grey Portland cement mix that did not match the original joint profile. That patch was contributing to moisture retention against the adjacent brick, accelerating the spalling on that section.

Our Solution

We began with a full facade survey to identify every compromised unit and every open joint, not only the ones the inspector had flagged. The final count was 34 replacement units and approximately 90 linear feet of repointing across both facades.

Damaged brick was removed with a hand chisel and rotary hammer set to low impact to avoid disturbing the courses above. Each cavity was cleaned, dampened, and back-buttered before the replacement unit was set. We used a Type N mortar at a 1:1:6 ratio (one part Portland, one part masonry lime, six parts sand) with a fine-grain buff sand to approximate the original joint tone.

Joint grinding for the repointing ran at 3/4 inch depth using a 4-inch angle grinder with a 1/8-inch diamond blade. The blade depth stop was set before the first pass and checked every third course to maintain consistency. The mismatched Portland patch on the garage wall was ground out and replaced with the same Type N blend used on the primary facades.

All repointed joints were tooled with a sled jointer to match the original struck profile throughout the home.

The Result

Work was completed in three days, two days ahead of the scheduled listing photography. All 34 replacement units were set and pointed. The mortar color on the new joints matches the original within a tone across all repaired sections.

The Portland patch on the garage wall was fully removed and replaced. The inspector signed off on the completed scope before the listing went live.

We recorded the mortar batch and brick unit sourcing for the buyers’ file.

Questions About This Project

Can brick repair be completed fast enough to meet a listing timeline?

In most cases, yes. A standard pre-sale repair involving spalled brick and open joints on a single-family home can be completed in 2 to 4 days. We schedule pre-sale work with the understanding that listing dates are fixed.

Will repaired brick match the original color?

On a 1968 home, replacement brick is sourced from current production runs. An exact match is rarely possible, but we select the closest available unit and blend mortar color to minimize visual contrast. Over 6 to 12 months, weathering narrows the difference.

What mortar type is correct for postwar brick Colonials?

Type N is standard for most above-grade residential work on postwar homes. It is softer than Portland-heavy mixes, which prevents stress from transferring into the brick face. Type S is used only where structural load or below-grade exposure requires it.

Project Location

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