1 - HKU Libraries

More documents

Recommendations

Info

T.PD.M. V.2.3 (Al/2001) 3.9.4.9 Since the crash cushion barriers are proprietary products, the dimensions corresponding to any particular design speed that they are designed to cater for are varied for different products. It is therefore desirable to obtain the dimensions of those crash cushion barriers available in the market. For new highway design, the largest size of the available product in the market in respect of the design speed should be adopted. Further, the necessary chevron road markings should be so designed to allow for the proposed crash cushion barrier to be installed with sufficient horizontal clearance as specified in Table 3.5.2.1. 3.9.4.10 Crash cushions are desirable to be provided under the following criteria: (i) (ii) (iii) For high speed road with a speed limit of 70 km/h or above; In front of the terminal of barriers where the diverging point for main roads and slip road are located; and The main road and slip road are grade separated or at a level difference between them. 3.9.4.11 For any traffic black spot locations with potential hazards, such as bridge column, not complying with the above criteria, the necessity of the crash cushion barrier installation should be studied on an individual basis.
T.P.D.M. V.2.3 (Al/2001) 3.10 Road Tunnels 3.10.1 Geometric Design Standards 3.10.1.1 It is important that the geometric design standards in Tunnels should take into account those used on the approach roads, and as far as possible no discontinuity in the route occurs, and the capacity in the tunnel is the same as on the approach road. Each case will however need to be considered on its own merit, according to economic and other relevant factors.
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 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 232 and 233:
T.P.D.M*V*2.4 Signal Controlled Jun
Page 234 and 235:
4.5.2 Normal Roundabouts 4.5.2.1 No
Page 236 and 237:
NORMAL ROUNDABOUT T.P.O.M.V. 2.4. T
Page 238 and 239:
T.P.O.M.V. 2.4. CONTIGUOUS DOUBLE R
Page 240 and 241:
T.P.D.M.V.2.4. TWO BRIDGE ROUNDABOU
Page 242 and 243:
TP.D.M.V 2.4. STRAIGHT SECTION PROV
Page 244 and 245:
T.P.D«M.V*2.4 4*5.8 Pedestrian t C
Page 246 and 247:
T.P.D.M.7.2JI 4*5.9*** The predicti
Page 248 and 249:
T.P.D.M.V.2.4 4.5.11 Visibility 4.5
Page 250 and 251:
DESIRABLE/MINIMUM VISIBILITY DISTAN
Page 252 and 253:
T.P.O.M.V. 2 .4. HALF LANE WIDTH DI
Page 254 and 255:
T.RD.M.V.2.4. MINIMUM AREA OVER WHI
Page 256 and 257:
T.P.D.M.V.2.4 in the entry as shown
Page 258 and 259:
.P.O.M.V.2>. ENTRY DEFLECTION ACHIE
Page 260 and 261:
T.P.D.M.V.2.4 4.5*13 Roundabout Exi
Page 262 and 263:
T.P.D.M.V.2.4 4*5.15 Inscribed Circ
Page 264 and 265:
T.P.D.M.V.2.4 4.5.16 Segregated Lef
Page 266 and 267:
Note:- This is not a recommendation
Page 268 and 269:
T.P.D.M.V.2.4 4.5.17 Superelevation
Page 270 and 271:
(b) DIVIDING CIRCULATORY CARRIAGEWA
Page 272 and 273:
T.P.DJM.V.2.4 4.5.18 Signing and Li
Page 274 and 275:
T.P.B.M.7.2.4 4.6 Grade Separated J
Page 276 and 277:
T.P.D.M.7.2.4 4.6.2.7 The Partial C
Page 278 and 279:
4*6*3 Siting of Grade Separated Jun
Page 280 and 281:
4,6.5 General Layout Requirements 4
Page 282 and 283:
T.P.D.M.V.2.4 ^6* 7 Slip Roads 4.6.
Page 284 and 285:
T.P.D.M.V.2.4 4*6.7.12 The width of
Page 286 and 287:
T.P.O.M.V.2.4. FIG. A 100 EDGE LINE
Page 288 and 289:
T.P.D.M.V.2.4 4.6.8.7 The method of
Page 290 and 291:
T.P.D.M.V.2.4 downstream. The layou
Page 292 and 293:
DIRECT ENTRY MERGING UN£ (TYPES 2
Page 294:
T.P.D.H.V. 2.4 TO SUIT SITE ADDITIO
Page 297 and 298:
T*P*D.M.V.2.4 4.6.9*7 The design fl
Page 302 and 303:
I.P.O.M.V.2.
Page 304 and 305:
T,P*D.M*V.2*4 4.6.10 Weaving Sectio
Page 306 and 307:
44-
Page 308 and 309:
T.P.D.M.V.2.4 APPENDIX 1 ! Calculat
Page 310 and 311:
T.P.D.M.V.2.4 If right and left tur
Page 312 and 313:
T.P.D.M.V.2.4 4» Applying the stre
Page 314 and 315:
T.P.D.M.V.2.4 The toui parts of dmw
Page 316 and 317:
T.P.D.M.V.2.4 APPENDIX 2 Calculatio
Page 318 and 319:
T.P.D.M.V.2.4 D=the inscribed circl
Page 320 and 321:
T.P.D.M.V.2.H (v) The vehicle proce
Page 322 and 323:
T.P.D.M.V.2.4 4. Using these design
Page 324 and 325:
T.P.D.M.V.2.4 APPENDIX 3 Examples o
Page 326 and 327:
T*P*D*M.V.2.4 The average gradient
Page 328 and 329:
Revised in March 2002 TRANSPORT PLA
Page 330 and 331:
T.P.D.M. V.2.5 5.1 References 1. Ch
Page 332 and 333:
T.P.D.M. V.2.5 (Al/2002) 5.3 Petrol
Page 334 and 335:
T.P.D.M. V.2.5 (Al/2002) 53.2 Layou
Page 336 and 337:
T.P.D.M. V.2.5 5.4 Additional Speed
Page 338 and 339:
T.P.D.M. V.2.5 (Al/2002) 5.43 Road
Page 340 and 341:
T.P.D.M. V.2.5 (Al/2002) (vii) With
Page 342 and 343:
1 R D. M, V. 2.5 Edge of Carriagewa
Page 344 and 345:
T.P.D.M. V.2.5 (Al/2002) 5.4.4 Tran
Page 346 and 347:
T.P.D.M. V.2.5 (Al/2002) 5.4.5.8 Us
Page 348 and 349:
T.P.D.M. V.2.5 5.4.6.11 As with rum
Page 350 and 351:
T.P.D.M. V.2.5 (Al/2002) 5.5.2 Gene
Page 352 and 353:
T.P.D.M. V.2.5 (Al/2002) 5.6.2 Aspe
Page 354 and 355:
T.P.D.M. V.2.5 (Al/2002) 5.6.2.12 W
Page 356 and 357:
T.P.D.M. V.2.5 (Al/2002) 5.6.3.3 Tr
Page 358 and 359:
Revised in March 2002 TRANSPORT PLA
Page 360 and 361:
T.P.DJVLV.2.6 (Al/2002) Diagrams 6.
Page 362 and 363:
T.RD.M.V.2.6 (Al/2002) 6.2 Introduc
Page 364 and 365:
T.RD.M.V.2.6 (Al/2002) 63 Expresswa
Page 366 and 367:
T.RD.M.V.2.6 (Al/2002) 63.2 Horizon
Page 368 and 369:
NOTES 1. FOR DETAILS OF ROAD STUDS
Page 370 and 371:
1. FOR DETAILS OF ROAD STUDS AND MA
Page 372 and 373:
T.P.D.M.V.2.6 (A1/2002) CENTRAL RES
Page 374 and 375:
T.P.D.M.V.2.6 (A1/2002) •FACE OF
Page 376 and 377:
10&Q BOUMQA8Y FENCE 1 38UNQARY FENC
Page 378 and 379:
T.RD.M.V.2.6 (Al/2002) v) earth mou
Page 380 and 381:
T.RD.M.V.2.6 (Al/2002) 6.3,4 Draina
Page 382 and 383:
T.RD.M. V.2.6 (Al/2002) 63.6 Juncti
Page 384 and 385:
T.P.D.M.V.2.6 (A172002) DIRECT ENTR
Page 386 and 387:
MIN. LANE WIDTH 3.7m ISLAND WIDTH 2
Page 388 and 389:
T.P.D.M.V.2.6 (A172002) 70 NOSE DIR
Page 390 and 391:
T.P.D.M.V.2.6 (A1/2002) 130 70 NOSE
Page 392 and 393:
T.RD.M.V.2.6 6.4 Permanent Signs an
Page 394 and 395:
T.P.D.M.V.2.6 (Al/2002) i l FOR 2 L
Page 396:
T.RD.M.V.2.6 (Al/2002) 6.4.1.10 Det
Page 400 and 401:
T.PD.M.V.2.6 (Al/2002) 6.4.2 Direct
Page 402 and 403:
T.P.D.M.V.2.6 (Al/2002) (a) Layout
Page 404:
T.P.D.M.V.2.6 (Al/2002) 6.43 Chaina
Page 407 and 408:
TJP.D.M.V.2.6 (Al/2002) 6.4.4.7 In
Page 409 and 410:
T.P.D.MV.2.6 (Al/2002) 6.6 Maintena
Page 411 and 412:
T.P.D.M.V.2.6 (A1/2002) BEARS MINOR
Page 414 and 415:
T.P.D.M.V.2.6 (Al/2002) 6.7.2.9 Whe
Page 416 and 417:
T.P.D.M. V.2.6 (Al/2002) 6,8.2 Acti
show all

1 - HKU Libraries

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?