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Quinquennial Inspection Report - Diocese of Durham

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East<br />

Apsidal end gutter showing possible corrosion to their s<strong>of</strong>fits, perhaps because <strong>of</strong> radial shape<br />

welds.<br />

8.3 Parapets, Upstand Walls, Finials, Crosses<br />

None<br />

8.4 Walling and Pointing<br />

East<br />

Apse brickwork with structural concrete portal frame columns, recess pointing is in good condition,<br />

some chipped cross-bricks. Generally good order.<br />

Item Apse concrete portal columns. Two <strong>of</strong> which adjoin the<br />

East wall. Five are exposed.<br />

Priority-C<br />

Description All have had repairs in the past in ill-matching<br />

mortar.<br />

Condition. It’s mostly the repairs that are breaking away.<br />

Repair needs The reinforcement has about 10mm cover and<br />

will continue to be a major problem unless remedied.<br />

South<br />

Recessed pointed brickwork with large window panels and pre-cast concrete frames, with exposed<br />

green aggregate. Pointing below is okay.<br />

The low-level bushes and grass should be removed from the base <strong>of</strong> the south wall as this creates a<br />

damp microclimate. Lighter colour to the brickwork at lower level – reason<br />

Item South Nave Wall<br />

Priority-D<br />

Description Brickwork<br />

Condition 2mmVertical Crack in joints. But not seeming to be<br />

moving. Appears historical. At the west corner there is a glass<br />

tell-tale still intact, as noted on previous quinquennial.<br />

Repair needs Repoint and monitor<br />

North Church<br />

General good condition, minor loss <strong>of</strong> lower pointing to the brickwork below Window N10 frame and<br />

pointing washed to the sides at lower level.<br />

North ancillary building<br />

Has seen cement repairs in the past, lower level is washed out and damp. Some pointing required at<br />

junction <strong>of</strong> ro<strong>of</strong>.<br />

6

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