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RECOMMENDATION: reconsider putting a high quality electronic compass mounted under the theadolite on our surveyor's tripod instead of using the data-scope. That would allow us to setup a quick and reliable level, and eliminate the tilt-angle issue of the data-scope when looking aloft.
| b | b2 | cal(b2) |
| b-b2 |
| t | t2 | cal(t2) |
| t-t2 |
| u | u2 | cal(u2) |
| u-u2 |
|
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 134.7 | 130.4 | -1.3 |
| 4.3 |
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2 | 137.0 | 133.7 | 2.0 |
| 3.3 |
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3 | 136.0 | 132.4 | 0.7 |
| 3.6 |
| 137.1 | 133.6 | 1.9 |
| 3.5 |
| 141.0 | 137.2 | 5.5 |
| 3.8 |
|
4 | 136.3 | 132.7 | 1.0 |
| 3.6 |
| 135.9 | 132.7 | 1.0 |
| 3.2 |
| 139.0 | 135.2 | 3.5 |
| 3.8 |
|
5 | 135.2 | 132.7 | 1.0 |
| 2.5 |
| 134.4 | 128.1 | -3.6 |
| 6.3 |
| 139.2 | 135.3 | 3.6 |
| 3.9 |
|
6 | 134.6 | 131.1 | -0.6 |
| 3.5 |
| 134.3 | 130.3 | -1.4 |
| 4.0 |
| 141.4 | 138.3 | 6.6 |
| 3.1 |
|
7 | 135.5 | 131.6 | -0.1 |
| 3.9 |
| 136.6 | 132.0 | 0.3 |
| 4.6 |
| 134.6 | 131.4 | -0.3 |
| 3.2 |
|
8 | 136.8 | 133.5 | 1.8 |
| 3.3 |
| 138.3 | 135.1 | 3.4 |
| 3.2 |
| 136.5 | 132.4 | 0.7 |
| 4.1 |
|
9 | 135.3 | 131.7 | 0.0 |
| 3.6 |
| 137.9 | 133.0 | 1.3 |
| 4.9 |
| 141.0 | 138.3 | 6.6 |
| 2.7 |
|
10 | 134.7 | 132.4 | 0.7 |
| 2.3 |
| 135.9 | 132.6 | 0.9 |
| 3.3 |
| 135.8 | 132.7 | 1.0 |
| 3.1 |
|
11 | 136.7 | 133.4 | 1.7 |
| 3.3 |
| 137.0 | 133.2 | 1.5 |
| 3.8 |
| 134.5 | 131.2 | -0.5 |
| 3.3 |
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12 | 137.2 | 133.4 | 1.7 |
| 3.8 |
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13 | (4.8's) |
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| profile | profile2 | cal(p2) | p-p2 |
|---|---|---|---|---|
1.5 | 135.1 | 132.4 | 0.7 | 2.7 |
3.3 | 137.0 | 134.2 | 2.5 | 2.8 |
4.8 | 136.1 | 132.5 | 0.8 | 3.7 |
5.8 | 138.2 | 134.8 | 3.1 | 3.4 |
7.0 | 136.2 | 134.4 | 2.7 | 1.8 |
8.0 | 137.0 | 133.0 | 1.3 | 4.0 |
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