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T.P.D.M.V.2.4 4.5.13 Roundabout Exits 4.5.14 The Circulatory Carriageway 4.5.15 Inscribed Circle Diameter 4.5.16 Segregated Left Turning Lanes 4.5.17 Superelevation and Crossfall 4.5.18 Signing and Lighting 4.5.19 Landscaping 4.6 Grade Separated Junctions 4.6.1 Introduction 4.6.2 Types of Grade Separated Junction 4.6.3 Siting of Grade Separated Junctions 4.6.4 Capacity of Grade Separated Junctions 4.6.5 General Layout Requirements 4.6.6 Visibility 4.6.7 Slip Roads 4.6.8 Merging Lanes 4.6.9 Diverging Lanes 4.6.10 Weaving Sections 4.6.11 Signing Appendix 1 Appendix 2 Appendix 3 Calculation of Capacity at Priority Junctions Calculation of Capacity at Roundabouts Examples of Weaving Section Calculations Tables 4.2.9.1 Factors affecting choice of junction type 4.2.10.1 Desirable Minimum Spacing between Junctions 4.3.9.1 Deceleration Lengths of Right Turning Lanes 4.3.10.1 Maximum and Minimum Lengths of Nearside Diverging Lane 4.3.15.1 Widths of Carriageways in Junctions 4.5.11.1 Sight Distances at Roundabouts 4.6.6.1 Visibility Distances at Grade Separated Interchanges 4.6.7.1 Minimum Slip Road Design Speed and Curve Radii 4.6.7.2 Minimum Effective Carriageway Widths on Slip Roads Related to Inside Radius of Curve 4.6.7.3 Recommended Limiting Gradients on Slip Roads 4.6.8.1 Corrections for Non Standard Composition and Gradient 4.6.8.2 Type of Merging Layout appropriate to Flow Region 4.6.9.1 Type of Diverging Layout appropriate to Flow Region
T.P.D.M.V.2.4 Diagrams 4.2.3.1 Single Carriageway T-Junction Provision 4.3.8.1 Visibility Splays at Priority Junctions 4.3.8.2 Visibility Splays on Dual Carriageways 4.3.8.3A Standard for Corner Splays 4.3.8.3B Standard for Corner Splays 4.3.16.1 Simple T-Junction 4.3.16.2 Single 7.3m Carriageway with 3.5m Shadow Island 4.3.16.3 Single 7.3m Carriageway with 5m Shadow Island 4.3.16.4 Single 7.3m Carriageway with 10m Physical Island (+ Diverging Lane) 4.3.16.5 Dual Carriageway with 10m Physical Island (+ Merging Lane) 4.3.16.6 Urban Simple Crossroads 4.3.16.7 Rural Simple Crossroads 4.3.16.8 Urban Crossroads with Shadow Islands 4.3.16.9 Simple Right/Left Stagger 4.3.16.10Urban R/L and L/R Staggers with Shadow Islands 4.3.16.11 R/L Stagger with 10m Physical Island 4.3.16.12L/R Stagger with 10m Physical Island 4.3.16.13 Climbing Lane through T-junction 4.3.16.14 Skew Minor Road and 3.5m Shadow Island 4.3.16.15 Minor Road Channelising Islands 4.5.3.1 Deflection Islands at Normal and Mini Roundabouts 4.5.4.1 Typical Double Roundabout Layouts 4.5.5.1 Types of Grade Separated Roundabout 4.5.6.1 Use of Roundabout to Change Alignment 4.5.11.1 Measurement of Approach Visibility (Roundabouts) 4.5.11.2 Visibility to the Right Required at Entry (Roundabouts) 4.5.11.3 Forward Visibility Required at Entry (Roundabouts) 4.5.11.4 Circulatory Visibility Required (Roundabouts) 4.5.11.5 Pedestrian Crossing Visibility Requirements (Roundabouts) 4.5.12.1 Entry Deflection by Staggering Approach Roads (Roundabouts) 4.5.12.2 Entry Deflection by Using Deflection Islands (Roundabouts) 4.5.12.3 Entry Deflection by Subsidiary Deflection Islands (Roundabouts) 4.5.15.1 Turning Width Requirements at Smaller Roundabouts 4.5.16.1 Segregated Left Turning Lane Using Road Markings (Roundabouts) 4.5.16.2 Physically Segregated Left Turning Lanes (Roundabouts) 4.5.16.3 "Straight Through" Segregated Left Turning Lanes (Roundabouts) 4.5.17.1 Crossfall Design Using One Crown Line (Roundabouts) 4.5.17.2 Crossfall Design Using Two Crown Lines (Roundabouts) 4.6.2.1 Types of Grade Separated Junction 4.6.7.1 Cross Sections of Slip Roads 4.6.8.1 Merging Lanes - Types 1 and 4 4.6.8.2 Merging Lanes - Types 2 and 5 4.6.8.3 Merging Lanes - Types 3 and 6 4.6.8.4 Merging Lanes - Types 7, 8 and 9 4.6.8.5 Merging Diagram 4.6.9.1 Diverging Diagram 4.6.9.2 Diverging Lanes - Types 1 and 3 4.6.9.3 Diverging Lanes - Types 2 and 5 4.6.9.4 Diverging Lanes - Types 4 and 6
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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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Page 135 and 136: T.P.D.M.V.2.3 (Al/2001) Table 3.7.7
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Page 139 and 140: T.P.D.M.V.2.3 (Al/2001) 3.8.2 Provi
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Page 150 and 151: T.PD.M. V.2.3 (Al/2001) 3.9.3.8 The
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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
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Page 170 and 171: Revised in December 2001 TRANSPORT
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Page 200 and 201: T.P.O.M V.2.4. FRONT KERB FRONT KER
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Page 218 and 219: T. P.D.M V.2.4 Keep Leff sign Keep
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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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