Bridge Design Manual

Table of contents :
PREFACE……Page 1
TABLE OF CONTENTS……Page 3
102 PREPARATION OF PLANS……Page 21
102.1 BRIDGE DESIGN, CHECK AND REVIEW REQUIREMENTS……Page 22
102.2.1 GENERAL……Page 23
102.3.2 INTERNET……Page 24
102.3.3.2 FILE NAMING CONVENTION……Page 25
102.3.3.5 TEXT……Page 26
102.3.3.6 ELEMENT ATTRIBUTES……Page 27
102.3.5 MDL APPLICATIONS……Page 28
102.5 TITLE BLOCK……Page 29
102.7 STANDARD BRIDGE DRAWINGS……Page 30
102.9 PROPOSAL NOTES……Page 31
103.3 HYDRAULIC ENGINEERING PROGRAMS……Page 32
105 BRIDGE PLAN SHEET ORDER……Page 33
Figure 102……Page 35
Figure 103……Page 36
Figure 104……Page 37
Figure 105……Page 38
Figure 106……Page 39
Figure 107……Page 40
Figure 108……Page 41
Figure 109……Page 42
Figure 102M……Page 43
Figure 103M……Page 44
Figure 104M……Page 45
Figure 105M……Page 46
Figure 106M……Page 47
Figure 107M……Page 48
Figure 108M……Page 49
Figure 109M……Page 50
201 INTRODUCTION……Page 51
202.1 GENERAL……Page 52
202.2 SITE PLAN DETAILS……Page 54
202.5 HYDRAULIC SUBMISSION……Page 55
202.6 SUPPLEMENTAL SITE PLAN FOR WATERWAY CROSSINGS……Page 56
202.7 SUPPLEMENTAL SITE PLAN FOR RAILWAY CROSSINGS……Page 57
203.1 HYDROLOGY……Page 58
203.2 HYDRAULIC ANALYSIS……Page 59
203.3 SCOUR……Page 61
204.1 SPREAD FOOTINGS……Page 62
204.2.1 STEEL ‘H’ PILES……Page 63
204.2.2 CAST-IN-PLACE REINFORCED CONCRETE PILES……Page 64
204.2.6 CONSTRUCTION CONSTRAINTS……Page 65
204.3 DRILLED SHAFTS……Page 66
204.6 ABUTMENT TYPES……Page 67
204.8 PIER TYPES……Page 68
204.9 RETAINING WALLS……Page 69
204.9.2 PRELIMINARY DESIGN……Page 70
204.9.2.1 TRADITIONAL METHOD FOR PROPRIETARY WALLS……Page 71
205.2 SPAN ARRANGEMENTS……Page 72
205.4 PRESTRESSED CONCRETE BOX BEAMS……Page 73
205.6 STEEL BEAMS AND GIRDERS……Page 74
205.8 INTEGRAL DESIGN……Page 76
205.9 SEMI-INTEGRAL DESIGN……Page 77
206 REHABILITATION PROJECTS……Page 78
207.4 INTERFERENCE DUE TO EXISTING SUBSTRUCTURE……Page 79
208.2 STAGE CONSTRUCTION……Page 80
208.3 TEMPORARY SHORING……Page 82
209.1 TRANSVERSE DECK SECTION WITH SUPERELEVATION……Page 83
209.3 BRIDGE DECK DRAINAGE……Page 84
209.4 SLOPE PROTECTION……Page 85
209.7 AESTHETICS……Page 86
209.8 RAILWAY BRIDGES……Page 88
209.11 SIDEWALKS ON BRIDGES……Page 89
209.12 MAINTENANCE AND INSPECTION ACCESS……Page 90
Figure 201……Page 91
Figure 202……Page 92
Figure 203……Page 93
Figure 204……Page 94
Figure 205……Page 95
Figure 206……Page 96
Figure 207……Page 97
Figure 201M……Page 98
Figure 202M……Page 99
Figure 203M……Page 100
Figure 204M……Page 101
Figure 205M……Page 102
Figure 206M……Page 103
Figure 207M……Page 104
301.3 DESIGN METHODS……Page 105
301.4.2 RAILROAD BRIDGES……Page 106
301.4.3 SEISMIC DESIGN……Page 107
301.5.3 LAP SPLICES……Page 108
301.5.4 CALCULATING LENGTHS AND WEIGHTS OF REINFORCING……Page 109
301.5.5 BAR LIST……Page 110
301.6 REFERENCE LINE……Page 111
301.8 CONSTRUCTION JOINTS, NEW CONSTRUCTION……Page 112
302.1.2.1 CLASS S & HP CONCRETE……Page 113
302.1.3.2 FUTURE WEARING SURFACE……Page 114
302.1.4.3 SEALING OF CONCRETE SURFACES SUPERSTRUCTURE……Page 115
302.2.2 CONCRETE DECK DESIGN……Page 117
302.2.4.1 LONGITUDINAL……Page 118
302.2.5 HAUNCHED DECK REQUIREMENTS……Page 119
302.2.9 STAGED CONSTRUCTION……Page 120
302.4.1 GENERAL……Page 121
302.4.1.2 ATTACHMENTS……Page 122
302.4.1.5 STRUCTURAL STEEL COATINGS……Page 123
302.4.1.5.a PRIMARY COATING SYSTEMS……Page 124
302.4.1.5.b ALTERNATIVE COATING SYSTEMS……Page 125
302.4.1.8 CAMBER AND DEFLECTIONS……Page 126
302.4.1.9.a LOADING……Page 127
302.4.1.12 BASELINE REQUIREMENTS FOR CURVED AND DOG-LEGGED STEEL STRUCTURES……Page 128
302.4.1.14 BOLTED SPLICES……Page 129
302.4.1.14.c LOCATION OF FIELD SPLICES……Page 130
302.4.2.2 STIFFENERS……Page 131
302.4.2.3 INTERMEDIATE CROSS FRAMES……Page 132
302.4.2.5 MOMENT PLATES……Page 134
302.4.3.2 FRACTURE CRITICAL……Page 135
302.4.3.3.a FLANGES……Page 136
302.4.3.5 INTERMEDIATE CROSS FRAMES……Page 137
302.4.3.6.b MINIMUM SIZE OF FILLET AND COMPLETE PENETRATION WELDS, PLAN REQUIREMENTS……Page 138
302.4.3.7 CURVED GIRDER DESIGN REQUIREMENTS……Page 139
302.5.1 BOX BEAMS……Page 140
302.5.1.2 STRANDS……Page 141
302.5.1.2.c STRESSES……Page 142
302.5.1.4 NON-COMPOSITE WEARING SURFACE……Page 143
302.5.1.5 CAMBER……Page 144
302.5.1.9 TIE RODS……Page 145
302.5.2.2 STRANDS……Page 146
302.5.2.2.c STRESSES……Page 147
302.5.2.2.e DRAPING……Page 148
302.5.2.3 CAMBER……Page 149
302.5.2.6 DIAPHRAGMS……Page 150
302.5.2.9 REINFORCING……Page 151
303.1.1 SEALING OF CONCRETE SURFACES, SUBSTRUCTURE……Page 152
303.2.1.1 PRESSURE RELIEF JOINTS FOR RIGID PAVEMENT……Page 153
303.2.1.4 PHASED CONSTRUCTION JOINTS……Page 154
303.2.2.1 ABUTMENTS, FULL HEIGHT……Page 155
303.2.2.3 STUB ABUTMENTS WITH SPILL THRU SLOPES……Page 156
303.2.2.6 INTEGRAL ABUTMENTS……Page 157
303.2.2.7 SEMI-INTEGRAL ABUTMENTS……Page 158
303.2.3.1 ABUTMENT BACKWALL DRAINAGE……Page 159
303.2.5 EXPANSION AND CONTRACTION JOINTS……Page 160
303.3.1 GENERAL……Page 161
303.3.1.2 PIER PROTECTION IN WATERWAYS……Page 162
303.3.2.2 CAP AND COLUMN PIERS ON PILES……Page 163
303.3.2.5 CAPPED PILE PIERS……Page 164
303.3.2.6 STEEL CAP PIERS……Page 165
303.3.2.11 PIER CAP REINFORCING STEEL STIRRUPS……Page 166
303.4.1 MINIMUM DEPTH OF FOOTINGS……Page 167
303.4.1.1 FOOTING, RESISTANCE TO HORIZONTAL FORCES……Page 168
303.4.1.3 REINFORCING STEEL IN FOOTINGS……Page 170
303.4.2.3 PILES BATTERED……Page 171
303.4.2.4 PILES, DESIGN LOADS……Page 172
303.4.2.6 PILES, DYNAMIC LOAD TEST……Page 173
303.4.2.7 PILE FOUNDATION – DESIGN EXAMPLE……Page 174
303.4.3 DRILLED SHAFTS……Page 175
303.5 DETAIL DESIGN REQUIREMENTS FOR PROPRIETARY RETAINING WALLS……Page 177
303.5.1.2 WORK PERFORMED BY THE DESIGN AGENCY……Page 179
303.5.2 THREE LINE DIAGRAM METHOD OF PLAN PREPARATION FOR PROPRIETARY WALLS……Page 180
304.1 GENERAL……Page 181
304.2 STANDARD RAILING TYPES……Page 183
304.3.1 PARAPET TYPE (BR-1 & SBR-1-99)……Page 184
304.3.3 TWIN STEEL TUBE BRIDGE RAILING (TST-1-99)……Page 185
304.3.6 BRIDGE SIDEWALK RAILING WITH CONCRETE PARAPETS (BR-2-98)……Page 186
305.1 GENERAL……Page 187
305.3 FENCING CONFIGURATIONS……Page 188
305.5 FENCE DESIGN GENERAL REQUIREMENTS……Page 189
305.5.1 WIND LOADS……Page 190
306.1.1 PAY ITEM……Page 191
306.2.2 ABUTMENT JOINTS AS PER AS-1-81……Page 192
306.2.6 STEEL SLIDING PLATE ENDDAMS, RETIRED STANDARD DRAWING SD-1-69……Page 193
306.2.8 TOOTH TYPE, FINGER TYPE OR NON-STANDARD SLIDING PLATE EXPANSION DEVICES……Page 194
306.3.2 REINFORCED CONCRETE SLAB BRIDGES……Page 195
306.3.4 PRESTRESSED CONCRETE I-BEAM BRIDGES……Page 196
306.3.6 COMPOSITE PRESTRESSED CONCRETE BOX BEAM BRIDGES……Page 197
307.2.1 ELASTOMERIC BEARINGS……Page 198
307.2.3 SLIDING BRONZE TYPE & FIXED TYPE STEEL BEARINGS……Page 199
307.2.4.1 POT TYPE BEARINGS……Page 200
307.2.4.3 SPHERICAL TYPE BEARINGS……Page 201
307.3.1.2 FIXED LAMINATED ELASTOMERIC – STEEL BEAM BRIDGES……Page 202
307.3.2.1 ROCKER BEARINGS STANDARD BRIDGE DRAWING RB-1-55……Page 203
307.3.2.4 EXPANSION ELASTOMERIC BEARINGS PRESTRESSED BOX BEAMS……Page 204
307.3.3.2 DISC TYPE BEARINGS……Page 205
307.3.3.3 SPHERICAL BEARINGS……Page 206
Figure 301……Page 207
Figure 302……Page 208
Figure 303……Page 209
Figure 304……Page 210
Figure 305……Page 211
Figure 306……Page 212
Figure 307……Page 213
Figure 308……Page 214
Figure 309……Page 215
Figure 310……Page 216
Figure 311……Page 217
Figure 312……Page 218
Figure 313……Page 219
Figure 314A……Page 220
Figure 314B……Page 221
Figure 315……Page 222
Figure 316……Page 223
Figure 317……Page 224
Figure 318……Page 225
Figure 319……Page 226
Figure 320……Page 227
Figure 321……Page 228
Figure 322……Page 229
Figure 323……Page 230
Figure 324……Page 231
Figure 325……Page 232
Figure 326……Page 233
Figure 327……Page 234
Figure 328……Page 235
Figure 301M……Page 236
Figure 302M……Page 237
Figure 303M……Page 238
Figure 304M……Page 239
Figure 305M……Page 240
Figure 306M……Page 241
Figure 307M……Page 242
Figure 308M……Page 243
Figure 309M……Page 244
Figure 310M……Page 245
Figure 311M……Page 246
Figure 312M……Page 247
Figure 313M……Page 248
Figure 314AM……Page 249
Figure 314BM……Page 250
Figure 315M……Page 251
Figure 316M……Page 252
Figure 317M……Page 253
Figure 318M……Page 254
Figure 319M……Page 255
Figure 320M……Page 256
Figure 321M……Page 257
Figure 322M……Page 258
Figure 323M……Page 259
Figure 324M……Page 260
Figure 325M……Page 261
Figure 326M……Page 262
Figure 327M……Page 263
Figure 328M……Page 264
401 GENERAL……Page 265
402.2 FATIGUE ANALYSIS……Page 266
402.3.2 BOX GIRDER PIER CAPS……Page 267
402.5 STRENGTHENING OF STRUCTURAL STEEL MEMBERS……Page 268
402.9 BOLTS……Page 269
403.2 PATCHING……Page 270
404.2 OVERLAYS……Page 271
405 BRIDGE DECK REPLACEMENT……Page 272
405.3 CLOSURE POUR……Page 273
405.4.2 STRUCTURES WITH INTERMEDIATE HINGES……Page 274
406 EXPANSION JOINT RETROFIT……Page 275
408 BRIDGE DRAINAGE……Page 276
409.1 CLOSURE POUR……Page 277
409.4 CONCRETE SLAB BRIDGES……Page 278
410.1 FACING……Page 279
411 BEARINGS……Page 280
412 CONCRETE BRIDGE DECK REPAIR QUANTITY ESTIMATING……Page 281
412.1 SPECIAL REQUIREMENTS FOR QUANTITY ESTIMATING FOR BRIDGES 500 FEET [150 m] OR GREATER IN LENGTH……Page 282
412.2 ACTUAL QUANTITIES, ESTIMATING FACTORS……Page 283
413 REFERENCES……Page 284
Figure 401……Page 287
Figure 402……Page 288
Figure 403……Page 289
Figure 404……Page 290
Figure 405……Page 291
Figure 406……Page 292
Figure 407……Page 293
Figure 408……Page 294
Figure 409……Page 295
Figure 410……Page 296
Figure 411……Page 297
Figure 401M……Page 298
Figure 402M……Page 299
Figure 403M……Page 300
Figure 404M……Page 301
Figure 405M……Page 302
Figure 406M……Page 303
Figure 407M……Page 304
Figure 408M……Page 305
Figure 409M……Page 306
Figure 410M……Page 307
Figure 411M……Page 308
503 DETAIL DESIGN……Page 309
504 GENERAL NOTES……Page 311
601.3 DESIGN SPECIFICATIONS……Page 313
602.1 DESIGN LOADING……Page 314
602.2 DESIGN STRESSES……Page 315
602.3 FOR RAILWAY PROJECTS……Page 319
602.4 DECK PROTECTION METHOD……Page 320
603 EXISTING STRUCTURE REMOVAL NOTES……Page 321
603.1 CONCRETE DECK REMOVAL PROJECTS……Page 322
604 TEMPORARY STRUCTURE CONSTRUCTION……Page 324
605.1 FOUNDATIONS ON PILES IN NEW EMBANKMENTS……Page 325
605.3 EMBANKMENT CONSTRUCTION NOTE……Page 326
605.4 UNCLASSIFIED EXCAVATION……Page 327
606.2 FRICTION TYPE PILES……Page 328
606.3 STEEL PILE POINTS……Page 330
606.6 PILE ENCASEMENT……Page 331
606.7.1 SPREAD FOOTINGS NOT ON BEDROCK……Page 332
606.8 FOOTINGS……Page 333
608.1 CONSTRUCTION CLEARANCE……Page 334
610.1 EXISTING STRUCTURE VERIFICATION……Page 335
610.2 REINFORCING STEEL REPLACEMENT……Page 336
610.4 REFURBISHED BEARINGS……Page 337
610.5 JACKING BRIDGE SUPERSTRUCTURES……Page 338
610.6 FATIGUE MEMBER INSPECTION……Page 339
610.7 RAILING……Page 340
611.3 INTEGRAL AND SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEALS……Page 341
611.6 BEARING PAD SHIMS, PRESTRESSED……Page 343
611.8 CONVERSION OF STANDARD BRIDGE DRAWINGS……Page 344
701.3 BRIDGE SEAT REINFORCING……Page 345
701.6 BACKWALL CONCRETE PLACEMENT FOR PRESTRESSED BOX BEAMS……Page 346
702.3 HIGH STRENGTH BOLTS……Page 347
702.7.1 CONCRETE INTERMEDIATE DIAPHRAGM FOR PRESTRESSED CONCRETE I-BEAMS……Page 348
702.7.2 SEMI-INTEGRAL OR INTEGRAL ABUTMENT CONCRETE PLACEMENT FOR STEEL MEMBERS……Page 349
702.9 CONCRETE DECK HAUNCH WIDTHS……Page 350
702.11 PRESTRESSED CONCRETE BOX BEAM BRIDGE……Page 351
702.12 ASPHALT CONCRETE SURFACE COURSE……Page 353
702.14 ERECTION BOLTS……Page 354
702.16.2 SCREED ELEVATION TABLES – PRESTRESSED I-BEAM MEMBERS……Page 355
702.20 BEARING SEAT ADJUSTMENTS FOR SPECIAL BEARINGS……Page 356
702.23 WELDED SHEAR CONNECTORS ON GALVANIZED STRUCTURES……Page 357
Figure 701……Page 359
Figure 702……Page 360
Figure 703……Page 361
Figure 704……Page 362
Figure 701M……Page 363
Figure 702M……Page 364
Figure 703M……Page 365
Figure 704M……Page 366
802 PRELIMINARY DESIGN SUBMISSION……Page 367
802.2 NOISE BARRIER AESTHETICS……Page 368
803 DETAIL DESIGN SUBMISSION……Page 369
804.1 NOISE BARRIER SUBMISSION REQUIREMENTS……Page 370
804.2 STRUCTURAL DESIGN……Page 371
804.2.1 STRUCTURAL DESIGN DATA……Page 372
804.3 ACOUSTIC DESIGN REQUIREMENTS……Page 373
901 INTRODUCTION……Page 375
902.2 SPECIFIC REQUIREMENTS FOR RATING SUPERSTRUCTURES……Page 376
902.5 ANALYSIS FOR MULTILANE LOADING……Page 377
902.8 CONCRETE BOX CULVERT & FRAME ANALYSIS……Page 378
903.1 SYSTEM REQUIREMENTS……Page 379
903.2 BARS-PC ANALYSIS – GENERAL GUIDELINES……Page 380
905.1 GENERAL……Page 381
906 REFERENCES……Page 382
Figure 901……Page 385
Figure 902……Page 386
Figure 903……Page 387
Figure 904……Page 388
Figure 905……Page 389
Figure 906……Page 390
Figure 907……Page 391
Figure 908……Page 392
Figure 909……Page 393
Figure 909M……Page 394
APPENDIX PURPOSE……Page 395
AN-1 ARES RETAINING WALLS BY TENSAR……Page 396
AN-2 REINFORCED EARTH WALLS……Page 408
AN-3 FOSTER GEOTECHNICAL RETAINED EARTH WALLS……Page 420
AN-4 SSL LLC MSE PLUS RETAINING WALLS……Page 433
AN-5 3 COAT SHOP PAINT SYSTEM IZEU……Page 445
AN-6 STEEL POT BEARINGS……Page 462
AN-7 METALLIC COATING SYSTEM FOR SHOP APPLICATION……Page 476
AN-8 GALVANIZED COATING SYSTEM FOR STRUCTURAL STEEL BRIDGES……Page 488
AN-9 FINGER JOINTS FOR BRIDGES……Page 496
ARN-1 CORRUGATED STEEL BRIDGE FLOORING……Page 500
ARN-2 CLASS S CONCRETE USING SHRINKAGE COMPENSATING CEMENT……Page 502
ARN-5 RETIRED NOTE 33……Page 505
ARN-6 RETIRED NOTE 40A……Page 506
ARN-8 RETIRED NOTE 49……Page 507
ARN-10 RETIRED NOTE 50A……Page 508
ARN-13 RETIRED NOTE 67……Page 509
ARN-16 RETIRED NOTE 74……Page 510
ARN-18 RETIRED NOTE 84……Page 511
ARN-20 RETIRED NOTE 86……Page 512
AP-1 RATING OF BRIDGES AND POSTED LOADS……Page 513
Figure APP-1……Page 519
Figure APP-1M……Page 520
INDEX……Page 521