- Page 3 and 4:
§ • abc (*H#28572048 SHU ' 1999/
- Page 5 and 6:
Transport Planning & Design Manual
- Page 7 and 8:
T.P.D.M.V.2.1 - ' »1 PURPOSE 1 -1
- Page 9 and 10:
VOLUME1jTUNNELS Chapters 1. Introdu
- Page 11 and 12:
T.P.D.M.V.2.2 (Al/2001) Section Con
- Page 13 and 14:
T.P.D.M.V.2.2 (Al/2001) 2.1 Referen
- Page 15 and 16:
T.P.D.M.V.2.2 (Al/2001) Table 2.2.1
- Page 17 and 18:
T.P.D.M.V.2.2 (Al/2001) Table 2.2.1
- Page 19 and 20:
T.P.D.M.V.2.2 (Al/2001) Distance be
- Page 21 and 22:
T.P.D.M.V.2.2 (Al/2001) Table 2.2.2
- Page 23 and 24:
T P.D.M.V.2.2 (Al/2001) Table 2.2.2
- Page 25 and 26:
T.P.D.M.V.2.2 (Al/2001) Table 2.2.2
- Page 27 and 28:
MINIMUM KERB TO KERB CLEARANCE MINI
- Page 29 and 30:
MINIMUM KERB CLEARANCE TO KERB MINI
- Page 31 and 32:
MINIMUM WALL TO WALL CLEARANCE MINI
- Page 33 and 34:
T.P.D.M.V.2.2 BUS DAIMLER FL££TUN
- Page 35 and 36:
T P n Twf V 7 T.P.D.M.V.2.2 (Al/20
- Page 37 and 38:
T.P.D.M.V.2.2 T.P.D.M.V.2.2 (Al/200
- Page 39 and 40:
T.P.D.M.V.2.2 (Al/2001) 2.4 Design
- Page 41 and 42:
T.P.D.M.V.2.2 (A 1/2001) 2.4.2 Esti
- Page 43 and 44:
T.P.D.M.V.2.2 2.4.3 Peak Hourly Flo
- Page 45 and 46:
Revised in December 2001 TRANSPORT
- Page 47 and 48:
T.P.D.M.V.2.3 (Al/2001) 3.7 Pedestr
- Page 49 and 50:
T.P.D.M.V.2.3 (Al/2001) Diagrams 3.
- Page 51 and 52:
T.PD.M.V.2.3 (Al/2001) 22. Providin
- Page 53 and 54:
T.PD.M.V.2.3 (Al/2001) 33 Road Alig
- Page 55 and 56:
T.P.D.M.V.2.3 (Al/2001) 33.2 Design
- Page 57 and 58:
T.P.D.M.V.2.3 (Al/2001) For Radii b
- Page 59 and 60:
T.P.D.M.V.2.3 (Al/2001) Table 3.3.4
- Page 61 and 62:
T.P.D.M.V.2.3 (Al/2001) (b) For 80
- Page 63 and 64:
T.PJD.M.V.2.3 (Al/2001) 3.3.7 Verti
- Page 65 and 66:
T.P.D.M.V.2.3 (Al/2001) 33.8 Climbi
- Page 67 and 68:
tft D.M,V. 2.J 10Q1 'Read Arrows'tr
- Page 69 and 70:
T,R0,H*V. 23 mOoubit contiimqys whi
- Page 71 and 72:
T.P.D.M.V.2.3 0 10,000 20,000 3WJQO
- Page 73 and 74:
T.P.D.M.V.23 (Al/2001) 3.4. The Roa
- Page 75 and 76:
T.P.D.M.V.2.3 (Al/2001) 3.4.2.7 The
- Page 77 and 78:
T.P.D.M.V.2.3 (Al/2001) 3.4.4 Widen
- Page 80 and 81:
TYPE A TYPE FOR LIGHT AND MEDIUM GO
- Page 82 and 83:
T.P.D.M.V.2.3 (Al/2001) 3.4.7 Centr
- Page 86 and 87:
T.PD.M.V.2.3 (Al/2001) 3.4.7.13 Isl
- Page 88 and 89:
T.P.D.M.V.2.3 (Al/2001) 3.4.9 Verge
- Page 90 and 91:
T.P.D.M.V.2.3 (Al/2001) (vi) there
- Page 92 and 93:
T.P.D.M.V.2.3 (Al/2001) 3.4.11 Foot
- Page 94 and 95:
T.P.D.M.V.2.3 (Al/2001) (vi) Advice
- Page 97 and 98:
T.P.D.M.V.2.3 (A1/2001) 7SO OR 1Q O
- Page 100 and 101:
T.RD.M.V. rwwi¥f«%i ** SE6 SEOTtQ
- Page 102 and 103:
T.RD.M.V, 2,3 (A1/2001) oaa, VIR6E
- Page 104 and 105:
T.P.D.M.V.2.3 3.5 Highway Clearance
- Page 106 and 107:
T.PD.M.V.2.3 (Al/2001) 3.5.2 Horizo
- Page 108 and 109:
T.PD.M.V.2.3 (Al/2001) 3.6.2 Locati
- Page 110 and 111:
T.RD.M.V.2.3 LOT BOUNDARY PRIVATE E
- Page 113 and 114:
T.P.D.M.V.2.3 t N X X X «. I B VIS
- Page 115 and 116:
T.P.D.M.V.2.3 (Al/2001) (c) (d) Nee
- Page 117:
T.P.D.M.V.2.3 (Al/2001) 3.7.2 At-Gr
- Page 120 and 121:
T.PD.M.V.2.3 (Al/2001) 3.7.3 Zebra
- Page 122 and 123:
T.P.D.M.V.2.3 GJVE WAY UNE o 4U «4
- Page 124 and 125:
T.P.D.M.V.2.3 (Al/2001) 3.7.3.11 De
- Page 127 and 128:
T.P.D.M.V.2.3 (Al/2001) 3.7.4.10 Th
- Page 129 and 130:
T.P.D.M.V.2.3 (Al/2001) 3.7.6 Uncon
- Page 131 and 132:
T.PD.M.V.2.3 (Al/2001) 3.7.7.7 Tabl
- Page 133 and 134:
T.P.D.M.V.2.3 Maitfri Cyefe Trade T
- Page 135 and 136:
T.P.D.M.V.2.3 (Al/2001) Table 3.7.7
- Page 137 and 138:
T.P.D.M.V.2.3 (Al/2001) 3.7.8 Escal
- Page 139 and 140:
T.P.D.M.V.2.3 (Al/2001) 3.8.2 Provi
- Page 141 and 142:
T.P.D.M. V.2.3 (Al/2001) 3.8.3.9 No
- Page 143 and 144:
T.P.D.M. V.2.3 (Al/2001) 3.9 Railin
- Page 145:
T.P.D.M. V.2.3 (Al/2001) 3.9.2.9 Ra
- Page 148 and 149:
T.P.D.M. V.2.3 (Al/2001) 3.9.3 Barr
- Page 150 and 151:
T.PD.M. V.2.3 (Al/2001) 3.9.3.8 The
- Page 152 and 153:
T.P.D.M. V.2.3 (Al/2001) 3.9.3.26 A
- Page 154 and 155:
T.P.D.M. V.2.3 (Al/2001) 3.9.3.36 T
- Page 156 and 157:
T.PD.M. V.2.3 (Al/2001) 3.9.4.9 Sin
- Page 158 and 159:
T.P.D.M. V.2.3 (Al/2001) 3.10.2 Roa
- Page 160 and 161:
T.P.D.M. V.2.3 (Al/2001) TUNNEL iim
- Page 162 and 163:
T.P.D.M. V.2.3 (Al/2001) 3.11 Singl
- Page 164 and 165:
T.P.D.M. V.2.3 (Al/2001) 3.11.4 Hor
- Page 166 and 167:
T.P.D.M. V.2.3 (Al/2001) 3.11.7 Min
- Page 168 and 169:
T.P.D.M. V.2.3 (Al/2001) 3.1 L9 Pas
- Page 170 and 171:
Revised in December 2001 TRANSPORT
- Page 172 and 173:
T.P.D.M.V.2.4 4.5.13 Roundabout Exi
- Page 174 and 175:
T.P.D.M.V.2.4 4.6.9.5 Diverging Lan
- Page 176 and 177:
T.P.D.M.V.2.4 4.2 Junction Design -
- Page 178 and 179: T.P.D.M.V.2.4 (Al/2001) Mrnor Road
- Page 180 and 181: T.P.D.M.V.2.4 4.2.5 Delay 4.2.5.1 O
- Page 182 and 183: T.P.D.M.V.2.4 4.2.7 Economic Consid
- Page 184 and 185: T.P.D.M.V.2.4 (Al/2001) 4.2.9 Choic
- Page 186 and 187: T.P.D.M.V.2.4 (Al/2001) 4,2.10 Spac
- Page 188 and 189: T.P.D.M.V.2.4 4.3.2 Types of Priori
- Page 190 and 191: 4*3*3 Siting of Priority Junctions
- Page 192 and 193: 4.3.5 Pedestrian Facilities at Prio
- Page 194 and 195: T.P.DJM.V.2.4 4,3.6*6 The predictiv
- Page 196 and 197: T.P.D.M*V.2.4 4.3.8 Visibility Spla
- Page 198 and 199: A1/88 FOR VEHICLE WAITING TO TURN R
- Page 200 and 201: T.P.O.M V.2.4. FRONT KERB FRONT KER
- Page 202 and 203: T.P.D.M.V.2.4 4.3.9.4 For shadow is
- Page 204 and 205: T.P.D.M.V.2.4 4*3»10 Left TurningL
- Page 206 and 207: T.P.D.M.V.2.4 ^•3*12 Traffic Isla
- Page 208 and 209: T.P.D.M.V.2.4 4.3.14 Corner Badil 4
- Page 210 and 211: T.P.D.M.V.2.4 4,3*16 Recommended La
- Page 212 and 213: T.P.D.M.V.2.4 Diagram No. 4.3.16.8
- Page 214 and 215: T*P.D*M.V.2.4 (v) For left hand spl
- Page 216 and 217: T. P.D M V 24 3.65 CE=E 3.65- 1s25t
- Page 218 and 219: T. P.D.M V.2.4 Keep Leff sign Keep
- Page 220 and 221: T. P D M V 24 Compound curve for di
- Page 222 and 223: T. P. D.M V.2 4 ^ —-• — —"
- Page 224 and 225: T. P.D.M.V 24 1:20 taper RIGHT/LEFT
- Page 226 and 227: T. P.D.M.V.2.4 1*25 taper 1 Diagram
- Page 228: T P D M V 24 125 taper •UphiU gra
- Page 233 and 234: T*P*D.M.V*2.4 4.5 Roundabouts 4-5.1
- Page 235 and 236: T.P.D.M.V.2.4 4.5*3 Mini Roundabout
- Page 237 and 238: T.P.D-M.V.2.4 4.5.4 Dpuble Roundabo
- Page 239 and 240: T.P.D*M*V.2*4 4*5.5 Other Types of
- Page 241 and 242: T.P.D.M.V.2.4 4.5.6 Siting of Round
- Page 243 and 244: T.P.D.M.V.2.4 *J.5.7 Safety at Roun
- Page 245 and 246: T.P.D.M.V.2.4 4.5.9 Capacity of Rou
- Page 247 and 248: T.P.D.M.V.2.4 4.5.10 General Layout
- Page 249 and 250: T.P.D.M.V.2.4 4.5.11.6 Where a pede
- Page 251 and 252: T.P.O-M.V. 2.4. MINIMUM AREA OVER W
- Page 253 and 254: T.P.O.M.V.2.4. MINIMUM AREA OVER WH
- Page 255 and 256: T.P.D.M.V.2.4 4.5*12 Roundabout Ent
- Page 257 and 258: TP.O.M.V 2.4. Note'cosy exits DIAGR
- Page 259 and 260: l.P.Q.M.V. 2.4. NOT GREAIER THAN 75
- Page 261 and 262: T.P«D.M,V.2,4 4.5.14 The Circulato
- Page 263 and 264: T.P.O.M.V. 2.4. IN THESE CASES NO E
- Page 265 and 266: TPO M.V 4 A SEGREGATED LEFT TURNING
- Page 267 and 268: T.PO.M.V.2.4. NOTE: THIS IS NOT A R
- Page 269 and 270: TP.O.M.V.2.4 (a) JOINING TRAFFIC DE
- Page 271 and 272: T.P.O.M.V.2,4 CROWN LINE SUBSIDIARY
- Page 273 and 274: 4.5.19 Landscaping 4.5*19*1 Apart f
- Page 275 and 276: T.P.D.M.V«2*4 4.6.2 Types of Grade
- Page 277 and 278: TP.O.M.V.2A. CLOVERLEAF PARTIAL CLO
- Page 279 and 280:
T.P.D.M.V.2.4 Capacity of Grade Sep
- Page 281 and 282:
4.6.6 Visibility 4.6.6*1 Visibility
- Page 283 and 284:
T.P.D.M.V.2.4 (A1/92) (i) Where the
- Page 285 and 286:
Recommended limiting gradients on s
- Page 287 and 288:
T.P.D.M.V.2.4 4.6.8 Merging Lanes 4
- Page 289 and 290:
T.P.D.M.V.2.4 Table 4.6.8.2 Type of
- Page 291 and 292:
T.P.O.M.V.2.4 DIRECT ENTRY MERGING
- Page 293 and 294:
I PO M V 2.4 DIRECT ENTRY MERGING L
- Page 296 and 297:
T.P.D.M.V.2.4 4.6.9 Diverging Lanes
- Page 298:
4.6.9.11 Types 2 + 5 (Diagram No. 4
- Page 303 and 304:
TP.O.M.V.2.4 DIVERGING LANE (TYPES
- Page 305 and 306:
T.P.D.M.V.2.4 of the two values is
- Page 307 and 308:
T.P.D.M.V.2.4 4.6.11 Signing " spee
- Page 309 and 310:
T.P.D.M.V.2.4 to the ri ht for £ v
- Page 311 and 312:
T.P.D.M.V.2.* Example of Use of Pri
- Page 313 and 314:
T.P.D.M.V.2.4. ARM C ( MAJOR! ARM A
- Page 315 and 316:
|.P.D'.M.V.2.4 14ite width I'oi itu
- Page 317 and 318:
The predictive equation applies to
- Page 319 and 320:
T.P.D.M.V.2.4 Fig. 5 shows the equi
- Page 321 and 322:
Example of Use of Roundabout Capaci
- Page 323 and 324:
T.P.D.MV, 24. 50m I FROM GIVE WAY L
- Page 325 and 326:
T.P.D.M.V.2. 1 ! J620 + 6*8 * 1080
- Page 327 and 328:
T.P.D.M.V.2.4 The average gradient
- Page 329 and 330:
T.P.D.M. V.2.5 (Al/2002) Sections C
- Page 331 and 332:
T.P.D.M. V.2.5 5.2 Introduction 5.2
- Page 333 and 334:
T.P.D.M. V.2.5 (Al/2002) v) The ser
- Page 335 and 336:
T.P.D.M. V.2.5 (Al/2002) 5.3.2.11 A
- Page 337 and 338:
T.P.D.M. V.2.5 (Al/2002) 5.4.2 Use
- Page 339 and 340:
T.P.D.M. V.2.5 (Al/2002) Direction
- Page 341 and 342:
T.P.D.M. V.2.5 (Al/2002) 5.4.3.10 I
- Page 343 and 344:
T. R 0 M. V. 2.5 HO HUHPS FOR 500 r
- Page 345 and 346:
T.P.D.M. V.2.5 (Al/2002) 5.4.5 Rumb
- Page 347 and 348:
T.P.D.M. V.2.5 5.4.6 Rumble Strips
- Page 349 and 350:
T.P.D.M. V.2.5 (Al/2002) 5.5 Public
- Page 351 and 352:
5.6 Landscaping 5.6.1 General T.P.D
- Page 353 and 354:
TJP.D.M. V.2.5 (Al/2002) 5.6.2.7 In
- Page 355 and 356:
T.P.D.M. V.2.5 (A 1/2002) 5.6.3 Gui
- Page 357 and 358:
5.7 Lighting and Drainage T.P.D.M.
- Page 359 and 360:
T.RD.M.V.2.6 (Al/2002) Contents Sec
- Page 361 and 362:
TJP.D.M.V.2.6 (Al/2002) 6.1 Referen
- Page 363 and 364:
T.P.D.M.V.2.6 (Al/2002) 6.2.1.10 Th
- Page 365 and 366:
T.RD.M.V.2.6 (Al/2002) 6.3.1.6 The
- Page 367 and 368:
T.P.D.M.V.2.6 (Al/2002) 63.3 Cross
- Page 369 and 370:
1. FOR DETAILS OF ROAD STUDS AND MA
- Page 371 and 372:
1. FOR DETAILS OF ROAD STUDS AND MA
- Page 373 and 374:
T.P.D.M.V.2. (A1/2002) PARAPET FORM
- Page 375 and 376:
T.P.D.M.V.2.6 HARD SHOULDER 3300 CA
- Page 377 and 378:
T.P.D.M.V.2.6 (A1/2002) mmwt (A) LO
- Page 379 and 380:
T.P.D.M.V.2.6 MARGNAL STRIP TO HARD
- Page 381 and 382:
T.RD.M.V.2.6 63.5 Boundary Fences 6
- Page 383 and 384:
T.RD.M. V.2.6 (Al/2002) 6.3.6.10 La
- Page 385 and 386:
T.P.D.M.V.2.6 (A172002) 130 SHADOW
- Page 387 and 388:
T.P.D.M.V.2.6 (A1/2002) NOSE TO SUI
- Page 389 and 390:
T.P.D.M.V.2.6 (A1/2002) 70 NOSE DIR
- Page 391 and 392:
T.RD.M.V.2.6 6.3.7 Access 6.3.7.1 A
- Page 393 and 394:
T.RD.M.V.2.6 1200 THIS S1SN INOOXB
- Page 395 and 396:
T.WXM.V. 2.6 (A1/2Q02) Proposed War
- Page 399 and 400:
T.P.D.M.V.2.6 (A172002) 5300 NEVCR
- Page 401 and 402:
T.P.D.M.V.2.6 (A1/2002) MINIMUM CLE
- Page 403 and 404:
T.RD.M.V.2.6 (Al/2002) Table 6.4.2.
- Page 406 and 407:
T.RD.M.V.2.6 (Al/2002) 6.4.4 Road M
- Page 408 and 409:
T.PD.M.V.2.6 (Al/2002) 6.5 Lane and
- Page 410 and 411:
T.RD.M.V.2.6 (Al/2002) 6.7 Service
- Page 412:
T.P.D.M.V.2.6 (Al/2002) 6.7.2 Facil
- Page 415 and 416:
T.P.D.M. V.2.6 (Al/2002) 6.8 Operat
- Page 417:
T.P.D.M. V.2.6 (Al/2002) 6.8.3 Emer