TABLE 27.— Shield-Driven Tunnel Work, Weehawken Shaft, River Tunnel South. Table showing the size of the gang, the amount of excavation, and the time per ring taken for the various operations involved in building tunnel through the several kinds of ground encountered; also the extent and nature of all the unavoidable delays.
| Weight of iron. | Section between rings. | Description. | Ave. No. of Men in Gang. | Av. No. of cu. yd. per ring. | Time Mucking, per cu. yd. | Av. Time per ring Shoving and Mucking. | Time for Jacks. | Time for Ring Erection, Hrs. and Min. | Bolting Time, (Whole Time on Bolts After Ring is Complete.) | Time lost repairing hydraulic piping. | Total Time. | |||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Length in feet. | Material. | Ave. air Pressure. | Method of Excavation. | Shield. | Drilling. | Grouting. | Air trans. | Total. | Straight. | Bore 1. | Bore 2. | Taper. | Mean. | Straight. | Bore 1. | Bore 2. | Taper. | Mean. | Straight. | Bore 1. | Bore 2. | Taper. | Mean. | |||||||
| A | B | C | D | E | F | G | G | G | G | G | H | H | H | H | H | |||||||||||||||
| Ordinary. | 1-27 | 67.5 | Rock | 9 | [B] | Excavation partially completed previously. | 8-30 | 3-45 | 8-08 | Bolting time for light iron is included in erection. | 0-14 | 21-11 | 16-26 | 20-49 | ||||||||||||||||
| 28-42 | 37.5 | " | 12 | [B] | 13 | 4 | 1 | 1 | 19 | 48.7 | 0-25 | 20-33 | 4-23 | 4-00 | 4-21 | 0-12 | 25-08 | 24-45 | 25-06 | |||||||||||
| 43-58 | 40.0 | Rock or gravel | 12 | [B] | 19 | 2 | 2 | 2 | 25 | 44.2 | 0-46 | 33-44 | 4-16 | 5-45 | 4-44 | 1-15 | 39-15 | 40-44 | 39-43 | |||||||||||
| 59-153 | 237.5 | Gravel and sand | 16 | [B]Breasting | 25 | 1 | 4 | 30 | 39.0 | 0-12 | 8-06 | 2-19 | 4-18 | 2-23 | 0-30 | 10-55 | 12-54 | 10-59 | ||||||||||||
| 154-170 | 42.5 | Sand and silt with piles | 18 | " | 26 | 1 | 5 | 32 | 41.6 | 0-10 | 7-10 | 2-00 | J. | J. | 1-48 | 1-59 | 0-00 | 9-10 | J. | J. | 8-58 | 9-09 | ||||||||
| 171-236 | 165.0 | Silt with piles | 22 | Top half | 22 | 1 | 3 | 26 | 42.6 | 0-10 | 7-23 | 2-36 | 2-55 | 2-58 | 1-24 | 2-35 | 0-05 | 10-04 | 10-23 | 10-26 | 8-52 | 10-03 | ||||||||
| 237-259 | 57.5 | Silt | 25 | [C]1 door | 18 | 1 | 3 | 22 | 13.8 | 0-11 | 2-29 | 3-01 | 2-05 | 1-28 | 2-00 | 2-32 | 0-20 | 5-50 | 4-54 | 4-17 | 4-49 | 5-21 | ||||||||
| 260-302 | 107.5 | " | 27 | [C]1 door | 15 | 2 | 17 | 0 | 0-32 | 2-34 | 2-35 | 3-38 | 4-28 | 3-05 | 0-08 | 3-14 | 3-15 | 4-18 | 5-08 | 3-45 | ||||||||||
| 303-350 | 120.0 | " | 27 | [C]8 doors | 15 | 4 | 19 | 6.9 | 0-07 | 0-52 | 2-59 | 2-28 | 2-37 | 1-44 | 2-41 | 0-07 | 3-58 | 3-27 | 3-36 | 2-43 | 3-40 | |||||||||
| 351-378 | 70.0 | " | 27.5 | [C]8 " | 18 | 6 | 24 | 0 | 0-33 | 2-05 | 2-32 | 2-48 | 2-00 | 2-18 | 0-17 | 2-55 | 3-22 | 3-38 | 2-50 | 3-08 | ||||||||||
| 379-424 | 115.0 | " | 27.5 | [C]8 " | 19 | 4 | 23 | 6.9 | 0-07 | 0-48 | 3-34 | 2-51 | 3-18 | 3-19 | 3-22 | 0-25 | 4-47 | 4-09 | 4-31 | 4-32 | 4-35 | |||||||||
| 425-522 | 245.0 | " | 28 | [C]1 door | 19 | 4 | 23 | 6.7 | 0-06 | 0-45 | 3-09 | 3-51 | 3-00 | 3-28 | 3-16 | 0-16 | 4-10 | 4-52 | 4-01 | 4-29 | 4-17 | |||||||||
| 523-625 | 257.5 | " | 28 | [C]1 " | 20 | 4 | 24 | 0 | 0-32 | 1-36 | 1-37 | 1-47 | 1-51 | 1-39 | 0-12 | 2-20 | 2-21 | 2-31 | 2-35 | 2-23 | ||||||||||
| 171-625 | 1,137.5 | 27 | 19 | 4 | 23 | 9.7 | 0-11 | 1-44 | [Z] | 2-37 | 2-41 | 2-41 | 2-32 | 2-38 | 0-13 | 4-34 | 4-38 | 4-38 | 4-29 | 4-35 | ||||||||||
| 28-625 | 1,495.0 | 25 | 19 | .8 | 0.8 | 3.4 | 24 | 17.8 | 0-14 | 4-14 | [Z] | 2-41 | 0-16 | 7-11 | ||||||||||||||||
| Heavy. | 626-649 | 57.5 | Silt | 28 | [C]1 door | 16 | 3 | 19 | 12.2 | 0-12 | 2-23 | [Z] | 2-19 | 2-30 | 2-05 | 1-42 | 2-16 | 1-01 | 1-04 | 1-04 | 0-50 | 1-01 | 0-32 | 6-15 | 6-29 | 6-04 | 5-27 | 6-12 | ||
| 650-733 | 210.0 | " | 28 | [C]8 doors | 19 | 4 | 23 | 13.5 | 0-57 | 0-13 | 1-42 | 1-24 | 1-47 | 1-48 | 1-39 | 1-15 | 0-52 | 0-55 | 0-42 | 1-07 | 0-32 | 4-39 | 3-58 | 4-24 | 4-12 | 4-28 | ||||
| 734-753 | 50.0 | " | 28 | [C]8 " | 24 | 5 | 29 | 8.3 | 0-05 | 0-41 | 0-17 | 1-06 | 1-55 | 0-38 | 1-20 | 1-12 | 0-38 | 0-44 | 1-13 | 0-20 | 0-44 | 0-06 | 2-48 | 3-43 | 2-55 | 2-44 | 3-00 | |||
| 754-844 | 227.5 | " | 28 | [C]8 " | 26 | 8 | 34 | 12.8 | 0-04 | 0-51 | 0-16 | 1-19 | 1-41 | 1-52 | 0-50 | 1-29 | 0-39 | 0-50 | 0-54 | 0-40 | 0-44 | 0-25 | 3-30 | 4-08 | 4-18 | 3-02 | 3-45 | |||
| 845-859 | 37.5 | " | 28 | [C]8 " | 27 | 9 | 36 | 5.6 | 0-07 | 0-39 | 0-19 | 1-24 | 1-08 | 1-10 | 1-20 | 0-45 | 0-15 | 0-15 | 0-37 | 0-48 | 3-55 | 3-09 | 3-11 | 3-43 | ||||||
| 860-899 | 100.0 | " | 28 | [C]8 " | 24 | 8 | 33 | 16.5 | 0-02 | 0-39 | 0-13 | 1-00 | 1-05 | 1-13 | 1-04 | 0-59 | 0-32 | 0-49 | 0-52 | 0-07 | 2-58 | 2-36 | 3-01 | 2-55 | ||||||
| 900-935 | 90.0 | " | 28 | [C]1 door | 25 | 7 | 32 | 11.5 | 0-03 | 0-29 | 0-14 | 0-47 | 1-13 | 0-52 | 1-10 | 0-52 | 0-39 | 0-43 | 0-32 | 0-20 | 0-38 | 0-04 | 2-18 | 2-43 | 2-11 | 2-17 | 2-17 | |||
| 936-963 | 70.5 | " | 28 | [C]1 " | 25 | 8 | 33 | 5.9 | 0-03 | 0-19 | 0-15 | 0-59 | 0-47 | 0-55 | 0-56 | 0-34 | 0-16 | 0-41 | 0-32 | 0-37 | 2-44 | 2-14 | 2-47 | 2-39 | ||||||
| 964-1,003 | 100.0 | " | 28 | [C]1 " | 25 | 10 | 35 | 8.1 | 0-03 | 0-27 | 0-10 | 0-51 | 0-52 | 1-05 | 0-53 | 0-32 | 0-45 | 0-37 | 0-35 | 0-16 | 2-16 | 2-30 | 2-35 | 2-21 | ||||||
| 1,004-1,060 | 142.5 | " | 28 | [C]1 " | 26 | 10 | 36 | 8.7 | 0-03 | 0-30 | 0-15 | 1-01 | 1-09 | 1-05 | 0-45 | 1-03 | 0-54 | 0-37 | 0-49 | 0-40 | 0-49 | 0-24 | 3-04 | 2-55 | 3-03 | 2-34 | 3-01 | |||
| 1,061-1,110 | 125.0 | " | 28 | [C]1 " | 37 | 10 | 47 | 6.2 | 0-03 | 0-19 | 0-10 | 0-42 | 0-49 | 0-54 | 0-45 | 0-45 | 0-24 | 0-26 | 0-39 | 0-25 | 0-27 | 0-00 | 1-35 | 1-44 | 2-02 | 1-39 | 1-41 | |||
| 1,111-1,238 | 320.0 | " | 28 | [C]1 " | 30 | 9 | 39 | 15.6 | 0-02 | 0-38 | 0-16 | 0-48 | 1-06 | 1-04 | 1-23 | 0-56 | 0-36 | 0-34 | 0-57 | 1-12 | 0-41 | 0-02 | 2-20 | 2-36 | 2-57 | 3-31 | 2-33 | |||
| 1,239-1,312 | 185.0 | " | 28 | 39 | 9 | 38 | 13.0 | 0-03 | 0-36 | 0-18 | 1-04 | 1-01 | 1-02 | 1-15 | 1-07 | 0-39 | 0-43 | 1-12 | 0-59 | 0-50 | 0-10 | 2-47 | 2-48 | 3-18 | 3-18 | 3-01 | ||||
| 626-1,312 | 1,717.5 | " | 28 | 35 | 8 | 33 | 10.6 | 0-04 | 0-42 | 0-14 | 1-06 | 1-15 | 1-16 | 1-18 | 1-10 | 0-45 | 0-40 | 0-52 | 0-54 | 0-47 | 0-16 | 3-03 | 3-07 | 3-20 | 3-24 | 3-09 | ||||
| All | 171-1,312 | 2,855.0 | 28 | 23 | 6 | 29 | 10.2 | 0-07 | 1-15 | [ [Z] | 2-09 | 2-13 | 2-21 | 2-20 | 2-13 | [A] | 0-15 | 3-39 | 3-43 | 3-51 | 3-50 | 3-43 | ||||||||
| 28-1,312 | 3,212.5 | 26 | 21 | 5 | 26 | 14.1 | 0-10 | 2-28 | [Z] | 2-18 | [A] | 0-15 | 5-01 | |||||||||||||||||
SUMMARY
| Weight of iron. | Section between rings. | Description. | Ave. No. of Men in Gang. | Average No. of cubic yards per ring. | Time mucking, per cubic yard. | Average Time per Ring. | Unavoidable Delays (not Included in Average Time per Ring). | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Length in feet. | Material. | Ave. air Pressure. | Method of Excavation. | Shield. | Drilling. | Grouting. | Air Trans. | Total. | Shoving and mucking. [Z] | Erection.[A] | Lost time. | Total. | Items. | Time, hrs. min. | ||||
| Ordinary. | 28-42 | 37.5 | Rock | 12 | [B]Breast | 13 | 4 | 1 | 1 | 19 | 48.7 | 0-25 | 20-33 | 4-21 | 0-12 | 25-06 | First bulkhead | 80-00 |
| 43-58 | 40.0 | Rock and gravel | 12 | " | 19 | 2 | 2 | 2 | 25 | 44.2 | 0-46 | 33-44 | 4-44 | 1-15 | 39-43 | Second bulkhead | 156-00 | |
| 59-153 | 237.5 | Gravel and sand | 16 | " | 25 | 1 | 4 | 30 | 39.0 | 0-12 | 8-06 | 2-23 | 0-30 | 10-59 | Grouting rock sections | 280-00 | ||
| 154-170 | 42.5 | Sand or silt, with piles | 18 | " | 26 | 1 | 5 | 32 | 41.6 | 0-10 | 7-10 | 1-59 | 0-0 | 9-09 | Blow-outs | 222-00 | ||
| 171-236 | 165.0 | Silt with piles | 22 | " | 22 | 1 | 3 | 26 | 42.6 | 0-10 | 7-23 | 2-35 | 0-05 | 10-03 | Shield repairs | 326-40 | ||
| 237-259 | 57.5 | Silt | 25 | [C]1 door | 18 | 1 | 3 | 22 | 13.8 | 0-11 | 2-29 | 2-32 | 0-20 | 5-21 | Horz. timbers | 69-30 | ||
| 260-625 | 915.0 | " | 27 | 1 " | 18 | 4 | 22 | 3.6 | 0-06 | 0-40 | 2-39 | 0-14 | 3-33 | Total | 1,134-10 | |||
| 28-625 | 1,495.0 | 25 | 19 | .8 | 0.8 | 3.4 | 24 | 17.8 | 0-14 | 4-14 | 2-41 | 0-16 | 7-11 | Per ring | 0-53 | |||
| Heavy. | 626-1,312 | 1,717.5 | Silt | 28 | 25 | 8 | 33 | 10.6 | 0-4 | 0-56 | 1-57 | 0-16 | 3-09 | |||||
| All. | 28-1,312 | 3,212.5 | 26 | 21 | 5 | 26 | 14.1 | 0-10 | 2-28 | 2-18 | 0-15 | 5-01 | ||||||
[Z] Including time for jacks.
[A] Including bolting time.
[B] Excavating ahead of shield.
[C] Shoving shield into silt with ... doors open.