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2006 Edition (23 rd April 2007) - R
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Code of Practice for Traffic Contro
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Chapter 1Introduction1-1 Scope 21-2
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- 4 -devices placed temporarily on
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- 7 -2-10 Vehicles and Equipment Sa
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- 9 -Planning FlowchartSTEP 1Assemb
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- 11 -3-4.2 Work duration refers to
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Design Parameter- 13 -Geometric Des
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- 15 -Table 3.6: Typical Lane Closu
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- 17 -Figure 3.2 Components of an A
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- 19 -Fig. 3.4 : Typical cross-sect
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- 21 -Examples of the taper length
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- 23 -Fig. 3. 9b : Taper curve for
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- 25 -Fig. 3.10a Taper for extended
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- 30 -Termination ZoneActivity Zone
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- 33 -Summary of Design Considerati
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- 35 -Summary of Design ProcedureDe
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- 37 -Examples of Mandatory Signs20
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- 39 -4-4 Temporary Warning Signs4-
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- 43 -4.8 Sign Mounting & Covering4
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- 45 -4-9 Delineation and Channelli
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- 47 -4-12.3 Water-filled barricade
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- 49 -4-14 Barricades4-14.1 Barrica
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- 51 -SummaryBarricadesTypePlastic
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Non-proprietary barriers are safety
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(5) The device used on roads withsp
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- 57 -4-22.3 Flashing beacons shall
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- 59 -4-27 Manual Operated Stop/Go
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- 61 -Chapter 5Implementation,Opera
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- 63 -5-3 Operation Procedure5-3.1
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- 65 -(4) Demerit Point SystemThe p
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- 67 -(2) Remove the devices accord
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- 69 -APPENDIX I - Acts & Regulatio
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- 71 -iii)iv)No traffic signs shall
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- 73 -iii)iv)The Authority may give
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- 75 -APPENDIX II - SpecificationsP
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- 77 -The background colours of the
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- 79 -Table 5 : Climate Types for u
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- 81 -5.3.3 For rotationally non-un
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- 83 -Nighttime Color of Fluorescen
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- 85 -7.1 Field performance require
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- 87 -Table 13 : Lists of Tests Rep
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- 89 -4.2 Thinner specially designe
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- 91 -Specification for Aluminium S
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- 93 -Specification for Traffic Con
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- 95 -Drawing showing Dimensions an
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- 97 -Recommended Support for Sign
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- 99 -Recommended Support for Later
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- 101 -3. Assembly.The collision at
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- 103 -(d)Placing the devicesWhen t
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- 105 -Specification for High Visib
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- 107 -Table 17 : Photometric and P
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- 109 -35) Sign I 7 (No Lane Markin
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- 111 -Sign W 1: CautionbarSign W1C
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- 113 -Sign W 3 to 13: Works Ahead
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