PLATE PAPER PAGE
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.

PLATE PAPER PAGE
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