PLATEPAPERPAGE
[I.] [Map and Profile, Pennsylvania Tunnel & Terminal R. R., North Bergen Tunnel to Long Island City] [1150] [19]
[II.] [Map and Profile, Harrison Yard to Bergen Hill Tunnel] [1150] [21]
[III.] [Plan of Sunnyside Yard] [1150] [23]
[IV.] [View of Tunnel Under Part of Atlantic Avenue, Brooklyn, N.Y.] [1151] [37]
[V.] [New York Underground Railway Company: Section Through Surface and Underground Stations] [1151] [39]
[VI.] [Pennsylvania Railroad Extension: Map Showing Proposed Lines Leading to Those Finally Adopted] [1151] [45]
[VII.] [Plan, Profile, and Triangulation, North River Tunnels] [1151] [47]
[VIII.] [Typical Sections Between Manholes, Bergen Hill Tunnels] [1151] [51]
[IX.] [Map of Manhattan Island from Twenty-third to Fortieth Streets] [1152] [63]
[X.] [Manhattan Shaft, Lines A and B] [1152] [65]
[XI.] [Long Island Shaft, Lines A and B] [1152] [67]
[XII.] [Typical Tunnel Sections] [1152] [69]
[XIII.] [Plan and Profile, East River Tunnels] [1152] [71]
[XIV.] [Map and Profile, Cross-Town Tunnels] [1152] [73]
[XV.] [Plan and Profile of Lines A and B, and Sunnyside Yard] [1152] [74][*]
[XVI.] [Plan and Profile of the Pennsylvania Tunnel & Terminal R. R., from Harrison, N. J., to the Hudson River] [1153] [77]
[XVII.] [Plan of Harrison Yard] [1153] [79]
[XVIII.] [Details of Shelters and Platforms, Harrison Transfer Station] [1153] [81]
[XIX.] [Details of Shelters and Platforms, Harrison Transfer Station] [1153] [81]
[XX.a] [Fig. 1. Lift Rail and Locking Device for Hackensack River Draw-Bridge] [1153] [83]
[XX.b] [Fig. 2. Lift Rail and Locking Device for Hackensack River Draw-Bridge] [1153] [83]
[XXI.a] [Fig. 1. Hackensack Portal, Bergen Hill Tunnels; Method of Using Cross-Section Rod; and Belt Conveyor for Handling and Placing Concrete] [1154] [85]
[XXI.b] [Fig. 2. Hackensack Portal, Bergen Hill Tunnels; Method of Using Cross-Section Rod; and Belt Conveyor for Handling and Placing Concrete] [1154] [85]
[XXI.c] [Fig. 3. Hackensack Portal, Bergen Hill Tunnels; Method of Using Cross-Section Rod; and Belt Conveyor for Handling and Placing Concrete] [1154] [85]
[XXI.d] [Fig. 4. Hackensack Portal, Bergen Hill Tunnels; Method of Using Cross-Section Rod; and Belt Conveyor for Handling and Placing Concrete] [1154] [85]
[XXII.a] [Fig. 1. Scaffold Car; Headhouse; and Round Holes in Concrete Forms] [1154] [87]
[XXII.b] [Fig. 2. Scaffold Car; Headhouse; and Round Holes in Concrete Forms] [1154] [87]
[XXII.c] [Fig. 3. Scaffold Car; Headhouse; and Round Holes in Concrete Forms] [1154] [87]
[XXII.d] [Fig. 4. Scaffold Car; Headhouse; and Round Holes in Concrete Forms] [1154] [87]
[XXIII.] [Record of Drilling, Air Pressure, Mucking, etc., in Bergen Hill Tunnels] [1154] [95]
[XXIV.a] [Fig. 1. Belt Conveyor for Handling and Placing Concrete; Water-Proofing, Portion of Completed Sand-Wall, etc.; and Methods of Placing Concrete in Forms and Bench-Walls] [1154] [119]
[XXIV.b] [Fig. 2. Belt Conveyor for Handling and Placing Concrete; Water-Proofing, Portion of Completed Sand-Wall, etc.; and Methods of Placing Concrete in Forms and Bench-Walls] [1154] [119]
[XXIV.c] [Fig. 3. Belt Conveyor for Handling and Placing Concrete; Water-Proofing, Portion of Completed Sand-Wall, etc.; and Methods of Placing Concrete in Forms and Bench-Walls] [1154] [119]
[XXIV.d] [Fig. 4. Belt Conveyor for Handling and Placing Concrete; Water-Proofing, Portion of Completed Sand-Wall, etc.; and Methods of Placing Concrete in Forms and Bench-Walls] [1154] [119]
[XXV.a] [Fig. 1. Telephone and Telegraph Ducts and Mandrels; Tunnel Lining Forms; Placing Water-Proofing; and Section of Completed Lining] [1154] [129]
[XXV.b] [Fig. 2. Telephone and Telegraph Ducts and Mandrels; Tunnel Lining Forms; Placing Water-Proofing; and Section of Completed Lining] [1154] [129]
[XXV.c] [Fig. 3. Telephone and Telegraph Ducts and Mandrels; Tunnel Lining Forms; Placing Water-Proofing; and Section of Completed Lining] [1154] [129]
[XXV.d] [Fig. 4. Telephone and Telegraph Ducts and Mandrels; Tunnel Lining Forms; Placing Water-Proofing; and Section of Completed Lining] [1154] [129]
[XXVI.a] [Fig. 1. Form of Circuit-Breaker Chamber and Traveling Gantry; Forms for Storage Chamber; Rock Packing Over Arches; Method of Water-Proofing in Timbered Tunnels, etc.] [1154] [137]
[XXVI.b] [Fig. 2. Form of Circuit-Breaker Chamber and Traveling Gantry; Forms for Storage Chamber; Rock Packing Over Arches; Method of Water-Proofing in Timbered Tunnels, etc.] [1154] [137]
[XXVI.c] [Fig. 3. Form of Circuit-Breaker Chamber and Traveling Gantry; Forms for Storage Chamber; Rock Packing Over Arches; Method of Water-Proofing in Timbered Tunnels, etc.] [1154] [137]
[XXVI.d] [Fig. 4. Form of Circuit-Breaker Chamber and Traveling Gantry; Forms for Storage Chamber; Rock Packing Over Arches; Method of Water-Proofing in Timbered Tunnels, etc.] [1154] [137]
[XXVII.a] [Fig. 1. Method of Placing Water-Proofing and Keying Arch; View of Completed Tunnel; General View of Completed Hackensack Tunnel and Arches Through Cut-and-Cover Section; and View of Hackensack Approach] [1154] [145]
[XXVII.b] [Fig. 2. Method of Placing Water-Proofing and Keying Arch; View of Completed Tunnel; General View of Completed Hackensack Tunnel and Arches Through Cut-and-Cover Section; and View of Hackensack Approach] [1154] [145]
[XXVII.c] [Fig. 3. Method of Placing Water-Proofing and Keying Arch; View of Completed Tunnel; General View of Completed Hackensack Tunnel and Arches Through Cut-and-Cover Section; and View of Hackensack Approach] [1154] [145]
[XXVII.d] [Fig. 4. Method of Placing Water-Proofing and Keying Arch; View of Completed Tunnel; General View of Completed Hackensack Tunnel and Arches Through Cut-and-Cover Section; and View of Hackensack Approach] [1154] [145]
[XXVIII.] [Plan and Profile of Parts of North River Tunnels] [1155] [153]
[XXIX.a] [Fig. 1. Weehawken Shaft; and Tunnel Shield Showing Hood] [1155] [159]
[XXIX.b] [Fig. 2. Weehawken Shaft; and Tunnel Shield Showing Hood] [1155] [159]
[XXX.] [Yard and Offices at Manhattan and Weehawken Shafts] [1155] [161]
[XXXI.] [Tunneling Shield] [1155] [167]
[XXXII.] [Thirty-Second Street Tunnels and Shield Chambers] [1155] [175]
[XXXIII.] [General Methods of Excavation Adopted for Land Tunnels] [1155] [177]
[XXXIV.] [Plan and Longitudinal Section of Weehawken Tunnels] [1155] [193]
[XXXV.a] [Fig. 1. Apparatus for Cleaning and Rodding Electric Cable Ducts] [1155] [205]
[XXXV.b] [Fig. 2. Apparatus for Cleaning and Rodding Electric Cable Ducts] [1155] [205]
[XXXVI.] [Diagram Showing Lines and Grades in River Tunnel North] [1155] [229]
[XXXVII.] [Cross-Section of Subaqueous Tunnels Showing Reinforcement] [1155] [231]
[XXXVIII.a] [Fig. 1. Back of Shield in South Tunnel; and Rear View of Shield During Erection of First Ring of Iron Lining] [1155] [237]
[XXXVIII.b] [Fig. 2. Back of Shield in South Tunnel; and Rear View of Shield During Erection of First Ring of Iron Lining] [1155] [237]

[*] Transcriber's note: 75 in original.

PLATEPAPERPAGE
[XXXIX.a] [Fig. 1. View of Meeting of Shields; and Lowering Segment into Tunnel Invert] [1155] [253]
[XXXIX.b] [Fig. 2. View of Meeting of Shields; and Lowering Segment into Tunnel Invert] [1155] [253]
[XL.] [Sections of Tunnel During Construction, Showing Shield, Air Locks, Platforms, Etc.] [1155] [255]
[XLI.a] [Fig. 1. Placing Key Segment; and Method of Grouting Outside Iron] [1155] [257]
[XLI.b] [Fig. 2. Placing Key Segment; and Method of Grouting Outside Iron] [1155] [257]
[XLII.] [Duct Bench Concrete Form in River Tunnels] [1155] [283]
[XLIII.a] [Fig. 1. End of Portable and Adjustable Forms for Building Side Bench; and Steel Rod Reinforcement in River Tunnels] [1155] [285]
[XLIII.b] [Fig. 2. End of Portable and Adjustable Forms for Building Side Bench; and Steel Rod Reinforcement in River Tunnels] [1155] [285]
[XLIV.] [Details of 20-Ft. Movable Form and Traveler for Concrete Arches] [1155] [287]
[XLV.] [Traveling Concrete Form for Face of Bench Walls] [1155] [291]
[XLVI.] [Mechanical Analysis of Sand Used in Mortar and Concrete] [1155] [297]
[XLVII.a] [Fig. 1. Views Showing Condition of Work at Site of Terminal Station] [1156] [307]
[XLVII.b] [Fig. 2. Views Showing Condition of Work at Site of Terminal Station] [1156] [307]
[XLVII.c] [Fig. 3. Views Showing Condition of Work at Site of Terminal Station] [1156] [307]
[XLVII.d] [Fig. 4. Views Showing Condition of Work at Site of Terminal Station] [1156] [307]
[XLVIII.a] [Fig. 1. Views Showing Excavation and Supports for Ninth Avenue Structures] [1156] [317]
[XLVIII.b] [Fig. 2. Views Showing Excavation and Supports for Ninth Avenue Structures] [1156] [317]
[XLVIII.c] [Fig. 3. Views Showing Excavation and Supports for Ninth Avenue Structures] [1156] [317]
[XLVIII.d] [Fig. 4. Views Showing Excavation and Supports for Ninth Avenue Structures] [1156] [317]
[XLIX.a] [Fig. 1. Views Showing Underpinning for Ninth Avenue Elevated Railway] [1156] [321]
[XLIX.b] [Fig. 2. Views Showing Underpinning for Ninth Avenue Elevated Railway] [1156] [321]
[XLIX.c] [Fig. 3. Views Showing Underpinning for Ninth Avenue Elevated Railway] [1156] [321]
[XLIX.d] [Fig. 4. Views Showing Underpinning for Ninth Avenue Elevated Railway] [1156] [321]
[L.a] [Fig. 1. Views Showing Condition of Work Between Ninth and Tenth Avenues, and Progress on Concrete Walls] [1156] [325]
[L.b] [Fig. 2. Views Showing Condition of Work Between Ninth and Tenth Avenues, and Progress on Concrete Walls] [1156] [325]
[L.c] [Fig. 3. Views Showing Condition of Work Between Ninth and Tenth Avenues, and Progress on Concrete Walls] [1156] [325]
[L.d] [Fig. 4. Views Showing Condition of Work Between Ninth and Tenth Avenues, and Progress on Concrete Walls] [1156] [325]
[LI.a] [Fig. 1. Views Showing Box Drains and Tie-Rods in Walls; the Completed Tenth Avenue Portal; and the Disposal Trestle] [1156] [333]
[LI.b] [Fig. 2. Views Showing Box Drains and Tie-Rods in Walls; the Completed Tenth Avenue Portal; and the Disposal Trestle] [1156] [333]
[LI.c] [Fig. 3. Views Showing Box Drains and Tie-Rods in Walls; the Completed Tenth Avenue Portal; and the Disposal Trestle] [1156] [333]
[LI.d] [Fig. 4. Views Showing Box Drains and Tie-Rods in Walls; the Completed Tenth Avenue Portal; and the Disposal Trestle] [1156] [333]
[LII.a] [Fig. 1. Girders Under the Ninth Avenue Elevated Railroad; Method of Supporting Elevated Railway Columns; and View of Inside of Form for Walls, Showing Drains, Tie-Rods, Etc.] [1156] [335]
[LII.b] [Fig. 2. Girders Under the Ninth Avenue Elevated Railroad; Method of Supporting Elevated Railway Columns; and View of Inside of Form for Walls, Showing Drains, Tie-Rods, Etc.] [1156] [335]
[LII.c] [Fig. 3. Girders Under the Ninth Avenue Elevated Railroad; Method of Supporting Elevated Railway Columns; and View of Inside of Form for Walls, Showing Drains, Tie-Rods, Etc.] [1156] [335]
[LII.d] [Fig. 4. Girders Under the Ninth Avenue Elevated Railroad; Method of Supporting Elevated Railway Columns; and View of Inside of Form for Walls, Showing Drains, Tie-Rods, Etc.] [1156] [335]
[LIII.] [Pennsylvania Station, New York City; Plan Showing Area at Track Level] [1157] [341]
[LIV.] [Diagram Showing Widths of Base of Retaining Wall Required for Different Batters and Pressures, Pennsylvania Station] [1157] [349]
[LV.a] [Fig. 1. Material Trestle Over N. Y. C. & H. R. R. R. Co.'s Tracks; and Construction of Pier No. 72, North River] [1157] [361]
[LV.b] [Fig. 2. Material Trestle Over N. Y. C. & H. R. R. R. Co.'s Tracks; and Construction of Pier No. 72, North River] [1157] [361]
[LV.c] [Fig. 3. Material Trestle Over N. Y. C. & H. R. R. R. Co.'s Tracks; and Construction of Pier No. 72, North River] [1157] [361]
[LVI.a] [Fig. 1. Material Trestle Showing First Chutes in Operation; and Views of East and West Pits at Terminal Site] [1157] [363]
[LVI.b] [Fig. 2. Material Trestle Showing First Chutes in Operation; and Views of East and West Pits at Terminal Site] [1157] [363]
[LVI.c] [Fig. 3. Material Trestle Showing First Chutes in Operation; and Views of East and West Pits at Terminal Site] [1157] [363]
[† ]LVII. Methods of Excavation, Cross-Town Tunnels, Manhattan [1158] [393]
[LVIII.a] [Fig. 1. Views of Parts of First Avenue Plant, Cross-Town Tunnels] [1158] [395]
[LVIII.b] [Fig. 2. Views of Parts of First Avenue Plant, Cross-Town Tunnels] [1158] [395]
[LVIII.c] [Fig. 3. Views of Parts of First Avenue Plant, Cross-Town Tunnels] [1158] [395]
[LVIII.d] [Fig. 4. Views of Parts of First Avenue Plant, Cross-Town Tunnels] [1158] [395]
[LIX.a] [Fig. 1. Methods of Tunneling, Timbering, and Lining, Cross-Town Tunnels] [1158] [399]
[LIX.b] [Fig. 2. Methods of Tunneling, Timbering, and Lining, Cross-Town Tunnels] [1158] [399]
[LIX.c] [Fig. 3. Methods of Tunneling, Timbering, and Lining, Cross-Town Tunnels] [1158] [399]
[LIX.d] [Fig. 4. Methods of Tunneling, Timbering, and Lining, Cross-Town Tunnels] [1158] [399]
[LX.a] [Fig. 1. Methods of Timbering and Underpinning, Cross-Town Tunnels] [1158] [407]
[LX.b] [Fig. 2. Methods of Timbering and Underpinning, Cross-Town Tunnels] [1158] [407]
[LX.c] [Fig. 3. Methods of Timbering and Underpinning, Cross-Town Tunnels] [1158] [407]
[LX.d] [Fig. 4. Methods of Timbering and Underpinning, Cross-Town Tunnels] [1158] [407]
[LXI.] [Sections Showing Method of Excavating and Timbering in Heavy Ground, Three-Track Tunnel; and Carriage Form for Side Walls, Cross-Town Twin Tunnels] [1158] [413]
[LXII.a] [Fig. 1. Methods of Water-Proofing and Concreting, Cross-Town Tunnels] [1158] [417]
[LXII.b] [Fig. 2. Methods of Water-Proofing and Concreting, Cross-Town Tunnels] [1158] [417]
[LXII.c] [Fig. 3. Methods of Water-Proofing and Concreting, Cross-Town Tunnels] [1158] [417]
[LXII.d] [Fig. 4. Methods of Water-Proofing and Concreting, Cross-Town Tunnels] [1158] [417]
[LXIII.] [Methods of Excavation in All Rock, East River Tunnels] [1159] [423]
[LXIV.a] [Fig. 1. Tunneling in Compressed Air, Air-Lock, Caisson, etc., East River Tunnels] [1159] [425]
[LXIV.b] [Fig. 2. Tunneling in Compressed Air, Air-Lock, Caisson, etc., East River Tunnels] [1159] [425]
[LXIV.c] [Fig. 3. Tunneling in Compressed Air, Air-Lock, Caisson, etc., East River Tunnels] [1159] [425]
[LXIV.d] [Fig. 4. Tunneling in Compressed Air, Air-Lock, Caisson, etc., East River Tunnels] [1159] [425]
[LXV.a] [Fig. 1. Shields Fitted with Sectional Sliding Hoods and Sliding Extensions and with Fixed Hoods and Fixed Extensions to Floors, East River Tunnels] [1159] [433]
[LXV.b] [Fig. 2. Shields Fitted with Sectional Sliding Hoods and Sliding Extensions and with Fixed Hoods and Fixed Extensions to Floors, East River Tunnels] [1159] [433]
[LXVI.a] [Fig. 1. Rear of Shield Showing Complete Fittings, and Shield with Lower Portion of Bulkhead Removed, East River Tunnels] [1159] [435]
[LXVI.b] [Fig. 2. Rear of Shield Showing Complete Fittings, and Shield with Lower Portion of Bulkhead Removed, East River Tunnels] [1159] [435]
[LXVII.] [Methods of Tunneling in Rock, East River Tunnels] [1159] [437]
[LXVIII.] [Operation of Shields, East River Tunnels] [1159] [439]
[LXIX.] [Operations in Shoving the Shield Forward in Rock and Sand, East River Tunnels] [1159] [441]
[LXX.a] [Fig. 1. Small Shaft, Breasting and Poling, Shutters on Front of Shield, and Hydraulic Erector, East River Tunnels] [1159] [443]
[LXX.b] [Fig. 2. Small Shaft, Breasting and Poling, Shutters on Front of Shield, and Hydraulic Erector, East River Tunnels] [1159] [443]
[LXX.c] [Fig. 3. Small Shaft, Breasting and Poling, Shutters on Front of Shield, and Hydraulic Erector, East River Tunnels] [1159] [443]
[LXX.d] [Fig. 4. Small Shaft, Breasting and Poling, Shutters on Front of Shield, and Hydraulic Erector, East River Tunnels] [1159] [443]
[LXXI.] [Operations in Shoving the Shield Forward in Sand, and Final Breasting and Bulkheading, East River Tunnels] [1159] [445]
[LXXII.] [Method of Operating Shields in Soft Ground, East River Tunnels] [1159] [453]
[LXXIII.a] [Fig. 1. Reinforcement of Broken Plates, and Inflow of Soft Clay Through Shield, East River Tunnels] [1159] [455]
[LXXIII.b] [Fig. 2. Reinforcement of Broken Plates, and Inflow of Soft Clay Through Shield, East River Tunnels] [1159] [455]
[LXXIII.c] [Fig. 3. Reinforcement of Broken Plates, and Inflow of Soft Clay Through Shield, East River Tunnels] [1159] [455]
[LXXIII.d] [Fig. 4. Reinforcement of Broken Plates, and Inflow of Soft Clay Through Shield, East River Tunnels] [1159] [455]
[LXXIV.] [Methods of Placing Concrete Inside the Iron Tube, East River Tunnels] [1159] [475]

[†] Transcriber's note: This plate is not in the Project Gutenberg™ archive.


MEMOIRS OF DECEASED MEMBERS.

JOHN FISKE BARNARD, M. Am. Soc. C. E. [1]

[1] Memoir prepared by W. K. Barnard, Assoc. M. Am. Soc. C. E.

Died February 6th, 1910.

John Fiske Barnard was born in Worcester, Mass., on April 23d. 1829. He was graduated from the Bridgewater Normal School, and from Rensselaer Polytechnic Institute.