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T.P.D.M.V.2.2 (Al/2001) Vehicle Make Mercedes-Benz 416CDI Mercedes-Benz 312D Nissan Caravan Nissan E24 Mitsubishi L300 Volswagon LT46 Volswagon LT35 Length (m) 6.590 6.535 4.690 4.790 4.805 6.535 5.585 Width (m) 1.988 1.933 1.690 1.690 1.690 1.994 1.993 Height (m) Table 2.2.2.3 Vrhirlc Dimensions -JJpJit Goods Vehicles 2.610 2.570 1.950 1.990 1.960 2.610 2.570 LI (m) 0.939 0.882 0.980 1.100 1.280 0.855 0.885 L2 (m) 4.025 4.025 2.645 2.645 2.435 4.025 3.550 L3 (m) 1.625 1.480 1.040 1.045 1.090 1.625 1.150 Wl (tonnes) 1.750 1.600 1.350 1.350 1.200 1.750 1.600 W2 (tonnes) 3.200 2.240 1.680 1.680 1.450 3.200 2.240 Unladen Weight (tonnes) 2.360 2.050 1.550 1.605 1.370 2.302 1.895 Max G.V.W. (tonnes) 4.600 3.500 2.965 2.750 2.505 4.600 3.500 Turning Diameter Swept, (m) 14.3 14.3 10.8 10.8 9.8 14.3 12.8 Where LI = Distance between front and front axle L2 = Distance between axles L3 = Distance between rear axle and rear W1 = Maximum axle load, front axle W2 = Maximum axle load, rear axle
T P.D.M.V.2.2 (Al/2001) Table 2.2.2.4 Vehicle Dimensions - Light Buses Vehicle Make Length (m) Width (m) Height (m) LI (m) L2 (m) L3 (m) Wl (tonnes) W2 (tonnes) Unladen Weight (tonnes) Max G.V.W. (tonnes) Turning Diameter Swept, (m) Toyota BB43R-ZCMSW Mitsubishi BE639ERM HDA Mercedes-Benz 316 GDI Volkswagen LT-35 6.255 6.245 5.640 6.535 2.025 2.010 1.933 1.933 2.665 2.630 2.450 2.670 1.150 0.940 0.939 0.885 3.200 3.490 3.550 4.025 1.920 1.820 1.149 1.625 1.840 1.830 1.600 1.600 2.620 2.920 2.240 2.240 3.290 3.500 2.440 2.690 4.000 4.000 3.500 3.500 12. ,5 12. .2 12, .8 14.3 Where LI = Distance between front and front axle L2 = Distance between axles L3 ~ Distance between rear axle and rear Wl = Maximum axle load, front axle W2 = Maximum axle load, rear axle
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 19 and 20: T.P.D.M.V.2.2 (Al/2001) Distance be
Page 21: 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
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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 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
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T.P.D.M.V.23 (Al/2001) 3.4. The Roa
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T.P.D.M.V.2.3 (Al/2001) 3.4.2.7 The
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T.P.D.M.V.2.3 (Al/2001) 3.4.4 Widen
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TYPE A TYPE FOR LIGHT AND MEDIUM GO
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T.P.D.M.V.2.3 (Al/2001) 3.4.7 Centr
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T.PD.M.V.2.3 (Al/2001) 3.4.7.13 Isl
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T.P.D.M.V.2.3 (Al/2001) 3.4.9 Verge
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T.P.D.M.V.2.3 (Al/2001) (vi) there
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T.P.D.M.V.2.3 (Al/2001) 3.4.11 Foot
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T.P.D.M.V.2.3 (Al/2001) (vi) Advice
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T.P.D.M.V.2.3 (A1/2001) 7SO OR 1Q O
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T.RD.M.V. rwwi¥f«%i ** SE6 SEOTtQ
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T.RD.M.V, 2,3 (A1/2001) oaa, VIR6E
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T.P.D.M.V.2.3 3.5 Highway Clearance
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T.PD.M.V.2.3 (Al/2001) 3.5.2 Horizo
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T.PD.M.V.2.3 (Al/2001) 3.6.2 Locati
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T.RD.M.V.2.3 LOT BOUNDARY PRIVATE E
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T.P.D.M.V.2.3 t N X X X «. I B VIS
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T.P.D.M.V.2.3 (Al/2001) (c) (d) Nee
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T.P.D.M.V.2.3 (Al/2001) 3.7.2 At-Gr
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T.PD.M.V.2.3 (Al/2001) 3.7.3 Zebra
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T.P.D.M.V.2.3 GJVE WAY UNE o 4U «4
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T.P.D.M.V.2.3 (Al/2001) 3.7.3.11 De
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T.P.D.M.V.2.3 (Al/2001) 3.7.4.10 Th
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T.P.D.M.V.2.3 (Al/2001) 3.7.6 Uncon
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T.PD.M.V.2.3 (Al/2001) 3.7.7.7 Tabl
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T.P.D.M.V.2.3 Maitfri Cyefe Trade T
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T.P.D.M.V.2.3 (Al/2001) Table 3.7.7
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T.P.D.M.V.2.3 (Al/2001) 3.7.8 Escal
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T.P.D.M.V.2.3 (Al/2001) 3.8.2 Provi
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T.P.D.M. V.2.3 (Al/2001) 3.8.3.9 No
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T.P.D.M. V.2.3 (Al/2001) 3.9 Railin
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T.P.D.M. V.2.3 (Al/2001) 3.9.2.9 Ra
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T.P.D.M. V.2.3 (Al/2001) 3.9.3 Barr
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T.PD.M. V.2.3 (Al/2001) 3.9.3.8 The
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T.P.D.M. V.2.3 (Al/2001) 3.9.3.26 A
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T.P.D.M. V.2.3 (Al/2001) 3.9.3.36 T
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T.PD.M. V.2.3 (Al/2001) 3.9.4.9 Sin
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T.P.D.M. V.2.3 (Al/2001) 3.10.2 Roa
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T.P.D.M. V.2.3 (Al/2001) TUNNEL iim
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T.P.D.M. V.2.3 (Al/2001) 3.11 Singl
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T.P.D.M. V.2.3 (Al/2001) 3.11.4 Hor
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T.P.D.M. V.2.3 (Al/2001) 3.11.7 Min
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T.P.D.M. V.2.3 (Al/2001) 3.1 L9 Pas
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Revised in December 2001 TRANSPORT
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T.P.D.M.V.2.4 4.5.13 Roundabout Exi
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T.P.D.M.V.2.4 4.6.9.5 Diverging Lan
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T.P.D.M.V.2.4 4.2 Junction Design -
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T.P.D.M.V.2.4 (Al/2001) Mrnor Road
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T.P.D.M.V.2.4 4.2.5 Delay 4.2.5.1 O
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T.P.D.M.V.2.4 4.2.7 Economic Consid
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T.P.D.M.V.2.4 (Al/2001) 4.2.9 Choic
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T.P.D.M.V.2.4 (Al/2001) 4,2.10 Spac
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T.P.D.M.V.2.4 4.3.2 Types of Priori
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4*3*3 Siting of Priority Junctions
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4.3.5 Pedestrian Facilities at Prio
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T.P.DJM.V.2.4 4,3.6*6 The predictiv
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T.P.D.M*V.2.4 4.3.8 Visibility Spla
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A1/88 FOR VEHICLE WAITING TO TURN R
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T.P.O.M V.2.4. FRONT KERB FRONT KER
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T.P.D.M.V.2.4 4.3.9.4 For shadow is
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T.P.D.M.V.2.4 4*3»10 Left TurningL
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T.P.D.M.V.2.4 ^•3*12 Traffic Isla
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T.P.D.M.V.2.4 4.3.14 Corner Badil 4
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T.P.D.M.V.2.4 4,3*16 Recommended La
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T.P.D.M.V.2.4 Diagram No. 4.3.16.8
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T*P.D*M.V.2.4 (v) For left hand spl
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T. P.D M V 24 3.65 CE=E 3.65- 1s25t
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T. P.D.M V.2.4 Keep Leff sign Keep
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T. P D M V 24 Compound curve for di
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T. P. D.M V.2 4 ^ —-• — —"
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T. P.D.M.V 24 1:20 taper RIGHT/LEFT
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T. P.D.M.V.2.4 1*25 taper 1 Diagram
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T P D M V 24 125 taper •UphiU gra
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T.P.D.M*V*2.4 Signal Controlled Jun
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4.5.2 Normal Roundabouts 4.5.2.1 No
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NORMAL ROUNDABOUT T.P.O.M.V. 2.4. T
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T.P.O.M.V. 2.4. CONTIGUOUS DOUBLE R
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T.P.D.M.V.2.4. TWO BRIDGE ROUNDABOU
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TP.D.M.V 2.4. STRAIGHT SECTION PROV
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T.P.D«M.V*2.4 4*5.8 Pedestrian t C
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T.P.D.M.7.2JI 4*5.9*** The predicti
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T.P.D.M.V.2.4 4.5.11 Visibility 4.5
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DESIRABLE/MINIMUM VISIBILITY DISTAN
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T.P.O.M.V. 2 .4. HALF LANE WIDTH DI
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T.RD.M.V.2.4. MINIMUM AREA OVER WHI
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T.P.D.M.V.2.4 in the entry as shown
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.P.O.M.V.2>. ENTRY DEFLECTION ACHIE
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T.P.D.M.V.2.4 4.5*13 Roundabout Exi
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T.P.D.M.V.2.4 4*5.15 Inscribed Circ
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T.P.D.M.V.2.4 4.5.16 Segregated Lef
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Note:- This is not a recommendation
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T.P.D.M.V.2.4 4.5.17 Superelevation
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(b) DIVIDING CIRCULATORY CARRIAGEWA
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T.P.DJM.V.2.4 4.5.18 Signing and Li
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T.P.B.M.7.2.4 4.6 Grade Separated J
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T.P.D.M.7.2.4 4.6.2.7 The Partial C
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4*6*3 Siting of Grade Separated Jun
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4,6.5 General Layout Requirements 4
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T.P.D.M.V.2.4 ^6* 7 Slip Roads 4.6.
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T.P.D.M.V.2.4 4*6.7.12 The width of
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T.P.O.M.V.2.4. FIG. A 100 EDGE LINE
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T.P.D.M.V.2.4 4.6.8.7 The method of
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T.P.D.M.V.2.4 downstream. The layou
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DIRECT ENTRY MERGING UN£ (TYPES 2
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T.P.D.H.V. 2.4 TO SUIT SITE ADDITIO
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T*P*D.M.V.2.4 4.6.9*7 The design fl
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I.P.O.M.V.2.
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T,P*D.M*V.2*4 4.6.10 Weaving Sectio
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44-
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T.P.D.M.V.2.4 APPENDIX 1 ! Calculat
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T.P.D.M.V.2.4 If right and left tur
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T.P.D.M.V.2.4 4» Applying the stre
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T.P.D.M.V.2.4 The toui parts of dmw
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T.P.D.M.V.2.4 APPENDIX 2 Calculatio
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T.P.D.M.V.2.4 D=the inscribed circl
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T.P.D.M.V.2.H (v) The vehicle proce
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T.P.D.M.V.2.4 4. Using these design
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T.P.D.M.V.2.4 APPENDIX 3 Examples o
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T*P*D*M.V.2.4 The average gradient
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Revised in March 2002 TRANSPORT PLA
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T.P.D.M. V.2.5 5.1 References 1. Ch
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T.P.D.M. V.2.5 (Al/2002) 5.3 Petrol
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T.P.D.M. V.2.5 (Al/2002) 53.2 Layou
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T.P.D.M. V.2.5 5.4 Additional Speed
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T.P.D.M. V.2.5 (Al/2002) 5.43 Road
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T.P.D.M. V.2.5 (Al/2002) (vii) With
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1 R D. M, V. 2.5 Edge of Carriagewa
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T.P.D.M. V.2.5 (Al/2002) 5.4.4 Tran
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T.P.D.M. V.2.5 (Al/2002) 5.4.5.8 Us
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T.P.D.M. V.2.5 5.4.6.11 As with rum
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T.P.D.M. V.2.5 (Al/2002) 5.5.2 Gene
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T.P.D.M. V.2.5 (Al/2002) 5.6.2 Aspe
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T.P.D.M. V.2.5 (Al/2002) 5.6.2.12 W
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T.P.D.M. V.2.5 (Al/2002) 5.6.3.3 Tr
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Revised in March 2002 TRANSPORT PLA
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T.P.DJVLV.2.6 (Al/2002) Diagrams 6.
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T.RD.M.V.2.6 (Al/2002) 6.2 Introduc
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T.RD.M.V.2.6 (Al/2002) 63 Expresswa
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T.RD.M.V.2.6 (Al/2002) 63.2 Horizon
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NOTES 1. FOR DETAILS OF ROAD STUDS
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1. FOR DETAILS OF ROAD STUDS AND MA
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T.P.D.M.V.2.6 (A1/2002) CENTRAL RES
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T.P.D.M.V.2.6 (A1/2002) •FACE OF
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10&Q BOUMQA8Y FENCE 1 38UNQARY FENC
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T.RD.M.V.2.6 (Al/2002) v) earth mou
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T.RD.M.V.2.6 (Al/2002) 6.3,4 Draina
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T.RD.M. V.2.6 (Al/2002) 63.6 Juncti
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T.P.D.M.V.2.6 (A172002) DIRECT ENTR
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MIN. LANE WIDTH 3.7m ISLAND WIDTH 2
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T.P.D.M.V.2.6 (A172002) 70 NOSE DIR
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T.P.D.M.V.2.6 (A1/2002) 130 70 NOSE
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T.RD.M.V.2.6 6.4 Permanent Signs an
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T.P.D.M.V.2.6 (Al/2002) i l FOR 2 L
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T.RD.M.V.2.6 (Al/2002) 6.4.1.10 Det
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T.PD.M.V.2.6 (Al/2002) 6.4.2 Direct
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T.P.D.M.V.2.6 (Al/2002) (a) Layout
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T.P.D.M.V.2.6 (Al/2002) 6.43 Chaina
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TJP.D.M.V.2.6 (Al/2002) 6.4.4.7 In
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T.P.D.MV.2.6 (Al/2002) 6.6 Maintena
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T.P.D.M.V.2.6 (A1/2002) BEARS MINOR
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T.P.D.M.V.2.6 (Al/2002) 6.7.2.9 Whe
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T.P.D.M. V.2.6 (Al/2002) 6,8.2 Acti
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