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T.P.D.M. V.2.5 5.4 Additional Speed Control Facilities 5.4.1 Definition 5.4.1.1 Additional speed control facilities may be regarded as devices used in addition to speed limit and warning signs where it is regarded that approach speeds to a particular hazard are excessive, though not necessarily above the speed limit in force, and warning signs alone are not considered sufficient to bring to the attention of drivers the need to reduce their speed. 5.4.1.2 Additional speed control facilities may be in the form of a road marking or an actual physical change to the road surface, or both.
T.P.D.M. V.2.5 (Al/2002) 5.4.2 Use 5.4.2.1 Additional speed control facilities will not generally be appropriate on Trunk Roads, including Expressways, or Primary Distributor Roads, as normally the geometric design of the road should be of a standard that the vehicle speeds do not need to be controlled by physical or other means over and above the general traffic aids and design features normally provided. However in exceptional circumstances their use may be justified but each case will need to be considered on its own merit and care will be needed as to the type of facility installed. 5 A.2,2 On other roads the use of additional speed control facilities over and above the use of speed limits maybe appropriate if it is considered that approach speeds to a particular hazard are excessive, and as such a potential accident risk exists and warning signs or similar are not sufficient on their own to reduce the speed of approaching vehicles, or provide adequate warning, 5.4.2.3 Additional speed control facilities should only be used in unusual situations where conventional warning devices would not achieve the desired results. 5.4.2.4 It is very important that any additional speed control device proposed to be used is appropriate for the type of road under consideration. 5.4.2.5 Certain additional speed control facilities mentioned will generate additional noise or cause vibrations in vehicles, and it will be necessary to ensure that these will not cause annoyance or any danger to arise.
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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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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 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
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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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