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daily sketch photo of the spaces 488 and 489.
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Daily Sketch |
Arek Klimowicz |
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East |
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3627 |
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western face of wall F.3627 - the eastern wall of sp. 489, 488
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wall |
Arek Klimowicz |
2013 |
East |
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3627 |
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488, 489 |
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western face of wall F.3627 - the eastern wall of sp. 489, 488
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wall |
Arek Klimowicz |
2013 |
East |
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3627 |
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488, 489 |
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particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
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Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
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108 |
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84 |
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particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.
|
Brick |
Arek Klimowicz |
2013 |
East |
20676 |
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
lower part of the wall F.3627 and evidenced slumping eastward episode of first 5 courses of the bricks. 4th course of makeup
|
wall |
Arek Klimowicz |
2013 |
East |
|
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
lower part of the wall F.3627 and evidenced slumping eastward episode of first 5 courses of the bricks. 4th course of makeup
|
wall |
Arek Klimowicz |
2013 |
East |
|
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
lower part of the wall F.3627 and evidenced slumping eastward episode of first 5 courses of the bricks. 4th course of makeup
|
wall |
Arek Klimowicz |
2013 |
East |
|
3627 |
|
|
108 |
|
|
84 |
|
|
|
|
lower part of the wall F.3627 and evidenced slumping eastward episode of first 5 courses of the bricks. 4th course of makeup
|
wall |
Arek Klimowicz |
2013 |
East |
|
3627 |
|
|
108 |
|
|
84 |
|
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