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T.P.D.M.V.2.6 (A1/2002) 130 70 NOSE DIRECT DIVERGING LANES ( TYPES 4 + 6) PARALLEL DIVERGING LANES ( TYPES 4 + 6 ) EXPRESSWAY DIVERGING LANES (DESIGN SPEED 100 km/h OR LESS) NOTES : i) TYPE 4 TWO LANE LINK - MAIN LINE THREE LANES DECREASING TO TWO LANES ii) TYPE 6 TWO LANE LINK - MAIN LINE FOUR LANES DECREASING TO THREE LANES Hi) SEE ALSO SECTION 4.6.9 OF CHAPTER 4 DIAGRAM 6.3.6.7
T.RD.M.V.2.6 6.3.7 Access 6.3.7.1 Access to and from any Expressway should be provided only at the regularly spaced grade separated junctions, as access at any other location should be prohibited. Direct access off slip roads, which must be regarded as an integral part of an Expressway, should not for any reason be permitted. 6.3.7.2 Intermediate access, for whatever purpose, must not be allowed, and the boundary fence must be regularly maintained to ensure that no illegal accesses are created, 6.3.7.3 Before a road can be designated as an Expressway any existing unauthorised accesses must be effectively curtailed and physically closed up. The same applies to any authorised accesses, such as, entrances/exits from service roads, bus stops, or similar, which must be removed and/or relocated away from the Expressway before the road may be considered as an Expressway. 6.3.7.4 Pedestrians and animals are prohibited from using any Expressway. However following a vehicle breakdown, a driver is permitted to walk along the verge or hard shoulder to reach the nearest emergency telephone and thus the verge should be designed with this in mind, to discourage the driver from walking on the carriageway.
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§ • abc (*H#28572048 SHU ' 1999/
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Transport Planning & Design Manual
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T.P.D.M.V.2.1 - ' »1 PURPOSE 1 -1
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VOLUME1jTUNNELS Chapters 1. Introdu
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T.P.D.M.V.2.2 (Al/2001) Section Con
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T.P.D.M.V.2.2 (Al/2001) 2.1 Referen
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.1
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.1
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T.P.D.M.V.2.2 (Al/2001) Distance be
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.2
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T P.D.M.V.2.2 (Al/2001) Table 2.2.2
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T.P.D.M.V.2.2 (Al/2001) Table 2.2.2
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MINIMUM KERB TO KERB CLEARANCE MINI
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MINIMUM KERB CLEARANCE TO KERB MINI
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MINIMUM WALL TO WALL CLEARANCE MINI
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T.P.D.M.V.2.2 BUS DAIMLER FL££TUN
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T P n Twf V 7 T.P.D.M.V.2.2 (Al/20
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T.P.D.M.V.2.2 T.P.D.M.V.2.2 (Al/200
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T.P.D.M.V.2.2 (Al/2001) 2.4 Design
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T.P.D.M.V.2.2 (A 1/2001) 2.4.2 Esti
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T.P.D.M.V.2.2 2.4.3 Peak Hourly Flo
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Revised in December 2001 TRANSPORT
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T.P.D.M.V.2.3 (Al/2001) 3.7 Pedestr
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T.P.D.M.V.2.3 (Al/2001) Diagrams 3.
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T.PD.M.V.2.3 (Al/2001) 22. Providin
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T.PD.M.V.2.3 (Al/2001) 33 Road Alig
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T.P.D.M.V.2.3 (Al/2001) 33.2 Design
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T.P.D.M.V.2.3 (Al/2001) For Radii b
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T.P.D.M.V.2.3 (Al/2001) Table 3.3.4
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T.P.D.M.V.2.3 (Al/2001) (b) For 80
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T.PJD.M.V.2.3 (Al/2001) 3.3.7 Verti
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T.P.D.M.V.2.3 (Al/2001) 33.8 Climbi
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tft D.M,V. 2.J 10Q1 'Read Arrows'tr
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T,R0,H*V. 23 mOoubit contiimqys whi
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T.P.D.M.V.2.3 0 10,000 20,000 3WJQO
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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
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 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
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