# ent

id: 19037
type: TIME
entity:
  4 | 5 | 6 | 7 | ----------------------------------+--------+------------+------------+ | | Length | Average | DATES


id: 18722
type: PERSON
entity:
  day.| Remarks | --------------+------+--------+--------+--------------------------------------+ {| 14


id: 18722
type: PRODUCT
entity:
  | | | | | | Mixed | 54 | 65 | 1.20 | | | | | | | Earth | 94 | 723 | 7.69 | | | | | | | | | | | | Mixed


id: 18722
type: PRODUCT
entity:
  | | | | | | | Rock | 21 | 38 | 1.81 | | | | | | | Rock | 46 | 116 | 2.52 | | | | | | | Rock | 59 | 137 | 2.32


id: 18722
type: PRODUCT
entity:
  | | | | | | | Mixed | 25 | 48 | 1.92 | | --------------+------+--------+--------+--------------------------------------+


id: 18722
type: PERSON
entity:
  day.| Remarks | --------------+------+--------+--------+--------------------------------------+ {| 21


id: 18722
type: PRODUCT
entity:
  | | | | | | | Rock | 27 | 63 | 2.33 | | | | | | | Rock | 40 | 91 | 2.28 | | | | | | | Rock | 55 | 131 | 2.38 | | | |


id: 18722
type: PERSON
entity:
  day.| Remarks | --------------+------+--------+--------+--------------------------------------+ {| 7


id: 18722
type: PRODUCT
entity:
  | | | | | | | Rock | 6 | 10 | 1.66 | | | | | | | Mixed | 22 | 21 | 0.95 | | | | | | | Rock | 9 | 22 | 2.44


id: 18722
type: PRODUCT
entity:
  | | | | | | Mixed | 6 | 11 | 1.83 | | --------------+------+--------+--------+--------------------------------------+ LINE D


id: 18722
type: PERSON
entity:
  day.| Remarks | --------------+------+--------+--------+--------------------------------------+ {| | | | | {| | | | | Rock {


id: 18722
type: PRODUCT
entity:
  | | | | | | Mixed | 45 | 38 | 0.84 | | | | | | | | | | | | Mixed | 32 | 59 | 1.84 | | | | | | | | | | | | Earth | 31 | 109 | 3.41 | | | | | | | | | | | | | | | |Three days''


id: 18722
type: PRODUCT
entity:
  | | | | | | Rock | 53 | 78 | 1.47 | | | | | | | Mixed | 25 | 45 | 1.40 | | | | | | | Mixed | 72 | 155 | 2.15 | | | | | | | Rock | 18 | 15 | 0.83 | | | | | | | Rock | 25 | 92


id: 18722
type: PRODUCT
entity:
  | | | | | | Mixed | 8 | 24 | 3.00 | | | | | | | Mixed | 18 | 38 | 2.11 | | | | | | | Rock | 61 | 139 | 2.28 | | | | | | | Mixed | 8 | 10 | 1.25 | | |


id: 42149
type: PRODUCT
entity:
  | | | | | | | | | | 11 | | | | | | | | | | | cents | | | | | | | | | | | per | | | | | | | | | | |pound


id: 42149
type: PRODUCT
entity:
  ] | | | | | | | | |-----+----------+------+------+------+-------+----+--------+-------+----+ |_Ke._|


id: 42149
type: PRODUCT
entity:
  | | | | | | | | | |========+=====+=====+======+======+=======| | | | | | | | | | | | | | | |========+=====+=====+======+======+=======| | | | | +


id: 42149
type: PRODUCT
entity:
  |machine.|firing.| | | |average.| | | | | | | |--------+------+--------+-----+-----+-------+--------+--------+-------| | | | |h


id: 42149
type: PRODUCT
entity:
  | | | | | | |schist| | | | | | | | |--------+------+--------+-----+-----+-------+--------+--------+-------|


id: 42149
type: PRODUCT
entity:
  | | | | | | | | | |--------+------+--------+-----+-----+-------+--------+--------+-------| | Per- | |


id: 42149
type: PRODUCT
entity:
  | | | | | | | | | |--------+------+---------+--------+------+------+--------| | | | h. m. | h. m. |h.


id: 42149
type: PRODUCT
entity:
  | | trench | mica | | | | | | | |schist| | | | | | |--------+------+---------+--------+------+------+--------|


id: 42149
type: PRODUCT
entity:
  | | | 1,669| 1,407| | | | | |-------+-------+--------+-------+------+------+------+------+------+ | |Total


id: 42149
type: PRODUCT
entity:
  | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |---------+---------------+--------+--------+-------+--------+--------|


id: 42149
type: PRODUCT
entity:
  | | | | +---------+---------------+--------+-------+---------+ WEIGHTS OF VARIOUS TYPES OF LINING PER LINEAR FOOT OF TUNNEL


id: 42149
type: WORK_OF_ART
entity:
  | | -+-----------+-------+-------------+---|-------------+--+--+---+--+--| | 1-54 | 135.0|Rock | |[P


id: 42149
type: PRODUCT
entity:
  | | | | | | | r | | | | |ing | | | | | | o| | d | B | B | | | | O | | | | | f| | i | o | o | T | |hy- | r | | | | | | | n | r | r | a | M


id: 42149
type: PRODUCT
entity:
  | | -+-----------+-------+------------------+---+------------+--+--+--+--+--| | 1-68 | 170.0|Rock | 0


id: 42149
type: PRODUCT
entity:
  E | |ing | F | G | G | G | G | G | -+-----------+----+-----+-----+--------+----+----+----+----+----|


id: 42149
type: PRODUCT
entity:
  | | | | | Tunnel | FIELD SURFACE DESPATCH Supts | OFFICE BOAT Tunnel | Foreman | Civil Head Captain Foremen | Engineer Carpenter Engineer


id: 42149
type: ORG
entity:
  Drillers | Timekeepers Blacksmiths'' Foremen | Telephone Helpers Muckers | Operators Foreman Pipe Fitters


id: 42149
type: PRODUCT
entity:
  | | Electricians | General | GRUMMETING | | Engineers | Foremen Foremen | Pipefitters | Foreman Resident Foremen Erector Foremen Pipefitters'' | Machinist Doctor Drillers Runners Caulkers


# bib

id: 19037
author: Mason, Francis
txt: ./txt/19037.txt
cache: ./cache/19037.txt
extension: .txt
mime: text/plain
summary:
  Typical cross-sections of the tunnels are shown on Plate XII.[B] Workings were started both east and west from the Intermediate Shafts, plant in the shafts by the subsequent work in the Cross-Town Tunnels was excavation of the Twin Tunnel in 33d Street was continued westward to Fig. 3, Plate LIX, shows the first section of the concrete lining completed placed, as shown by Fig. 1, Plate LX, the center wall and skewback were STARTED FOR THREE-TRACK TUNNEL IN 33D STREET NEAR 5TH AVENUE] the tunnel, but the lining was placed as soon as the excavation was West of the Intermediate Shaft the tunnel was excavated for full width excavation of the Twin Tunnel eastward from the end of the open-cut shaft, a drift was driven across the street at the crown of the tunnel, heading, and wall-plates and sets of three-segment arch timbering were rock on the center line between the tunnels.

title:
  Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 The New York Tunnel Extension of the Pennsylvania Railroad. The Cross-Town Tunnels. Paper No. 1158


id: 18548
author: Jacobs, Charles M. (Charles Mattathias)
txt: ./txt/18548.txt
cache: ./cache/18548.txt
extension: .txt
mime: text/plain
summary:
  City, and also, as Chief Engineer of the North River Division of the New York Tunnel Extension of the Pennsylvania Railroad, to record in a Railroad Company was incorporated in the State of New York to construct the scheme for a tunnel to the Central Railroad of New Jersey for a line State Line to the Pennsylvania Railroad Station in New Jersey. 1899, the New York and Long Island Terminal Railroad Company was Long Island Railroad, Mr. Baldwin organized a new company to construct a Pennsylvania Railroad Company Office in New York, when Mr. Cassatt tunnel lines of the New York and New Jersey Railroads to Exchange Place, tunnels from the east side of Tenth Avenue, New York City, to the on the New York side, on the line of the tunnels near the river line of the tunnels in the yards of the Erie Railroad on the New Jersey

title:
  Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 The New York Tunnel Extension of the Pennsylvania Railroad, The North River Division. Paper No. 1151


id: 18065
author: Noble, Alfred
txt: ./txt/18065.txt
cache: ./cache/18065.txt
extension: .txt
mime: text/plain
summary:
  the rock surface, and profiles along the tunnel lines were plotted from through the tunnel of the East River Gas Company at 71st Street. The work of the East River Division at this site embraced the excavation Street from the west side of Seventh Avenue to the east side of Ninth Street lines from the west end of the three-track tunnel to the shaft in 33d Street to the west line of Fifth Avenue, with a descending grade the tunnel roof at 32d Street and Fifth Avenue showed a thin cover with west of Sixth Avenue in 33d Street; the twin tunnel method was the most suitable for the East River tunnels, and the plans and record in work in any way similar to the East River tunnels, part of the tunnels east of Front Street was built without shields. easterly end of the work near East Avenue in Long Island City to the

title:
  Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 The New York Tunnel Extension of the Pennsylvania Railroad. The East River Division. Paper No. 1152


id: 18722
author: Woodard, S. H.
txt: ./txt/18722.txt
cache: ./cache/18722.txt
extension: .txt
mime: text/plain
summary:
  shafts at the river front in Long Island City, four shields were driven method in Tunnel _B_, where compressed air, but no shield, was used, the shield was re-erected in Tunnel _A_ and was shoved through the soft the end of the work it was evident that the shields in Tunnels _B_, _C_, permanent cast-iron tunnel lining was erected as the shield advanced. iron tunnel lining and the rock. The shields in each pair of tunnels were advanced through the solid rock The first work in air pressure was to remove the shield plug closing the shield, blocked all work at the face of the heading while the former in Shield _D_ are shown in Fig. 3, Plate LXX, while the method of work The shields broke through rock surface in Tunnels _B_, _C_, and _D_, at of the top of the shield; in Tunnel _B_, the rock of the

title:
  Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 The New York Tunnel Extension of the Pennsylvania Railroad. The East River Tunnels. Paper No. 1159


id: 18229
author: Raymond, Charles W.
txt: ./txt/18229.txt
cache: ./cache/18229.txt
extension: .txt
mime: text/plain
summary:
  Previously a tunnel designed for steam railroad traffic, to enter New York City near Christopher Street, was partly constructed, but the work to as the New York Tunnel Extension of the Pennsylvania Railroad. to as the New York Tunnel Extension of the Pennsylvania Railroad. Sunnyside Yard, in Long Island City, Borough of Queens, New York. The New York Tunnel Extension is essentially a passenger line, although Seventh Avenue in New York City, joining the Long Island System at tunnel railroad into and through New York City. City and cross the North River by ferry or the Cortlandt Street tunnels Pennsylvania, New York and Long Island Railroad Company. extend the lines of the Pennsylvania Railroad by tunnels under the North River to a passenger station to be erected in New York City and thence the City of New York, the Tunnel Company, and the Long Island Railroad now President of the Pennsylvania Tunnel and Terminal Railroad Company.

title:
  Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 The New York Tunnel Extension of the Pennsylvania Railroad. Paper No. 1150


id: 40427
author: Wentworth, Tappan
txt: ./txt/40427.txt
cache: ./cache/40427.txt
extension: .txt
mime: text/plain
summary:
  Greenfield Railroad Company shall be exclusively appropriated to work "The bonds and stock of the Troy and Greenfield Railroad Company shall 9. The Troy and Greenfield Railroad Company shall, within one year shall, within six months after the said Troy and Greenfield Railroad thousand dollars, shall be delivered to the treasurer of said company; thousand dollars, shall be delivered to the treasurer of said company; thousand dollars, shall be delivered to the treasurer of said company; miles of graded road, shall have excavated five thousand feet of tunnel said scrip, amounting to twenty thousand dollars, shall be delivered as portion of said scrip, amounting to thirty thousand dollars, shall be dollars, shall be delivered to the treasurer of the said company; and in dollars, shall be delivered to the treasurer of the said company; and in tunnel of the Troy and Greenfield Railroad Company, who shall receive an

title:
  Report of the Hoosac Tunnel and Troy and Greenfield Railroad, by the Joint Standing Committee of 1866.


id: 40709
title: Facts and Figures Concerning the Hoosac Tunnel
author: Piper, John J.
txt: ./txt/40709.txt
cache: ./cache/40709.txt
extension: .txt
mime: text/plain
summary:
  of the Hoosac Tunnel, and the opening of another great route to the incapacity of these lines of New England railroads to do the work that west of Greenfield, within ten miles of the Tunnel line on the same power of the Western Road, which a few years before, had only obtained policy of the Western Railroad Company in regard to the Tunnel line, the Deerfield river, in order to secure power to operate the tunneling commissioners to examine the road and tunnel, and if the report to Cost and Time required to Complete the Tunnel. Hoosac Tunnel been completed twelve years ago, we have reason to Tunnel line, which is now a greater necessity than the Western road was The Hoosac Tunnel will be about four and a half miles long, a pneumatic drill, by means of which our great tunnel will be completed


id: 40514
author: Massachusetts. General Court. Committee on Railways and Canals
txt: ./txt/40514.txt
cache: ./cache/40514.txt
extension: .txt
mime: text/plain
summary:
  Railroad Companies, with authority to lease or purchase the lines to the name of the State Board of Trustees of the Hoosac Tunnel Railroad, operation of said railroads and tunnel, and they shall define the of the gross earnings of said leased railroad and property shall member of the State Board of Trustees of the Hoosac Tunnel Railroad; member of the State Board of Trustees of the Hoosac Tunnel Railroad; Boston Railroad Company, and shall pay therefor an annual rental equal same continues in force, said Troy and Boston Railroad Company may And if the Eastern Railroad Company shall so fake the said property of easterly of such new location; and the Boston and Maine Railroad shall Boston Railroad Company into one corporation, with authority to THE EFFECT OF STATE CONTROL OF THE TUNNEL LINE. THE EFFECT OF STATE CONTROL OF THE TUNNEL LINE. great extent control the whole railroad system of the State.

title:
  Minority Report of the Committee on Railways in Relation to the Hoosac Tunnel and the Railroads Leading Thereto With a bill to incorporate the State Board of Trustees of the Hoosac Tunnel Railroad; also the speech delivered by Hon. E. P. Carpenter in the Senate of Massachusetts, June 3, 1873, in support of the same


id: 42149
author: Hewett, Bertram Henry Majendie
txt: ./txt/42149.txt
cache: ./cache/42149.txt
extension: .txt
mime: text/plain
summary:
  the rock from the tunnels made it necessary to start the shield-driven kinds of ground through which the shield-driven tunnels had to pass. time were much taken up with the progress of the shield-driven tunnels. TABLE 6.--ROCK TUNNEL EXCAVATION UNDER 32D STREET, EAST OF CUT-AND-COVER iron-lined tunnels and the shield chambers. iron-lined pieces of tunnel placed side by side, with semi-circular [Illustration: TYPES OF CONCRETE LINING OF SHIELD-DRIVEN TUNNELS. _Standard Cross-Section of Concrete Lining of Shield-Driven _Standard Cross-Section of Concrete Lining of Shield-Driven and the working faces, extending the pipe lines, and attending to shield of the tunnel with bolting and working platform is shown on Plate XL. TABLE 27.--SHIELD-DRIVEN TUNNEL WORK, WEEHAWKEN SHAFT, RIVER TUNNEL TABLE 27.--SHIELD-DRIVEN TUNNEL WORK, WEEHAWKEN SHAFT, RIVER TUNNEL TABLE 28.--SHIELD-DRIVEN TUNNEL WORK.--TOTAL NUMBER OF RINGS ERECTED AND TABLE 29.--MONTHLY PROGRESS OF SHIELD-DRIVEN TUNNEL WORK. down and re-erected before the concrete work in the river tunnels was

title:
  Transactions of the American Society of Civil Engineers, Vol. LXVIII, Sept. 1910 The New York Tunnel Extension of the Pennsylvania Railroad. The North River Tunnels. Paper No. 1155


id: 43055
author: Various
txt: ./txt/43055.txt
cache: ./cache/43055.txt
extension: .txt
mime: text/plain
summary:
  1150 THE NEW YORK TUNNEL EXTENSION OF THE PENNSYLVANIA 1 1150 THE NEW YORK TUNNEL EXTENSION OF THE PENNSYLVANIA 1 V. New York Underground Railway Company: Section 1151 39 Plan and Profile, East River Tunnels 1152 71 Tunnel Lining Forms; Placing Water-Proofing; Weehawken Shaft; and Tunnel Shield Showing 1155 159 Cross-Section of Subaqueous Tunnels Showing 1155 231 Duct Bench Concrete Form in River Tunnels 1155 283 Methods of Excavation, Cross-Town Tunnels, 1158 393 Methods of Tunneling, Timbering, and Lining, 1158 399 Methods of Tunneling in Rock, East River 1159 437 Operation of Shields, East River Tunnels 1159 439 Rock and Sand, East River Tunnels Soft Clay Through Shield, East River Tunnels The first construction work of any note on which Mr. Engle was engaged Mr. Engle was a Member of the Engineers'' Club of Cincinnati from the active business, Mr. Deans organized, from the Sooysmith and Company

title:
  Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910, Start/End Papers The New York Tunnel Extension of the Pennsylvania Railroad


