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Highway Engineering Code No. (CM 304) Lec. 2. What is Road Cross-Section Elements?

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Presentation on theme: "Highway Engineering Code No. (CM 304) Lec. 2. What is Road Cross-Section Elements?"— Presentation transcript:

1 Highway Engineering Code No. (CM 304) Lec. 2

2 What is Road Cross-Section Elements?

3 Road Cross-Section Elements Road Cross-Section Elements are those features of a roadway which forms its effective width.

4 Road Cross-Section Elements Two types: 1- Basic elements  Width of carriageway (including no. of lanes)  Central reservation (or median strip)  Shoulders  Laybys  Camber (الميول)of the carriageway  Side-slopes of cuttings and embankments

5 Road Cross-Section Elements 2- Ancillary elements  Safety fences  Crash (تخفيف)attenuation devices  Anti-dazzle (ضد اللمعان) screen  Noise barriers


7 Road Cross-Section Elements

8 Basic elements: 1. Carriageway width : Factors which influence the width of a carriageway are:  Design volume  Vehicle dimensions  Design speed  Road classification

9 In urban areas Lane width is normally not less than 3.5m Narrower lanes are used for economic or environmental reasons


11 In urban areas: Width of the nearside lane is often increased to: Improve conditions for cyclists Allow more space for commercial vehicles.

12 In rural areas Standard edge treatment on normal two- lane single carriageways consists of a 1m strip of the same construction as the carriageway on both sides with a solid white line.  Total width becomes 9.3m 1.0 7.3m 9.3m

13 2. Central reservation (or median strip) Dual carriageways are normally divided by a central reservation of median strip. Basic elements: RuralUrban 10-15m5.5 – 9m Can be 30m (USA)Can be 1m but 3m preferred

14 Central reservation has a number of uses:  Separating  Vehicles to recover  Safe waiting place  Left turning  Space for road furniture  Storage lanes

15 3. Shoulders Definition: A surfaced clear portion of the roadway cross-section immediately adjacent to the carriageway edge.

16 Advantages:  Refuge for vehicles in case of emergency stops  Recovery space for vehicles  Temporary extra traffic lanes  Assist in horizontal sight distance  Structural support to the road pavement  Decrease accident risk

17 Shoulder width:  A shoulder width of 3 to 3.35m is internationally considered adequate for most high-speed high-volume roads (motorways).  However, to reduce cost of dual carriageways and single carriageways in rural roads, only 1m wide hard strips are used in addition to 2.5m wide grass verges.

18 4. Laybys and bus bays Laybys are provided instead of shoulders for economic considerations. For single carriageways: In the UK, laybys are provided with 2.5m to 3m width. Intervals of providing laybys for single carriageways: at 1.5 km for well trafficked roads and at 5.8 km for light trafficked roads

19 Laybys and bus bays

20 For dual carriageways: Laybys are provided at 3m width and 100m long at 1km intervals. They should be with good visibility and tapers of 16m. Bus stops (bays) Usually in urban areas 3.25m wide by > or = 12m + 20m end tapers

21 Bus stops (bays)

22 5. Camber of the carriageway تحدب أو انحناء عرض الطريق Definition:  Camber is a convexityتحدب of the carriageway cross-section.  Its purpose is to drain surface water from the road and avoid ponding تجمع in surface deformations on the carriageway. Shapes:  Parabolic or circular or straight line


24 Application of camber at road intersection At intersections other than roundabouts the cross-section of each major carriageway is retained across the junction, and the minor road cross-section is graded into the channel line of the major road.


26 Question:  Describe the term camber.  Explain the different ways of applying the camber to both single and dual carriageways.

27 6. Side-slopes of cuttings and embankments Soil mechanics is used to determine the max. slope Slope 1 in 2 is used Slope 1 in 3 is preferred

28 The hinge-point at the top of the slope contributes to the loss of steering control as an erring (المخطئة) vehicle tends to become airborne (above ground (طايرة when crossing this point.

29 The front slope region is important in that an erring driver's natural instinct غريزة is to reduce speed and attempt a recovery maneuver مناورة استردادية before crashing the ground at the bottom of the slope.

30 1- Safety fences Safety fences are used to reduce the severity of accidents resulting from vehicles leaving the carriageway. Two main groups:  edge barriers (guardrails) for both vehicles and pedestrians.  crash barriers; located within narrow central reservations. Ancillary elements

31 Materials of safety fences can be:  Steel beam (shape: C or S)  Rigid concrete  Flexible cable


33  2- Crash (تخفيف)attenuation devices


35 3- Anti-glare screens On unlit (غير المضاءة)roads in particular Anti-glare screens on the central reservation often used in conjunction with safety fences. Open vision as much as possible Plants can be used or metal mesh or vertical plastic vanes Ancillary elements

36 Road Cross-Section Elements

37 4- Noise and noise barriers In a survey in 1992 in the UK, 9% of the adult population in England was seriously bothered by traffic noise at home. 16% of them were bothered when out. Noise barriers could be natural or manufactured

38 Noise level < 68 dB (ديسيبل)is accepted To alleviate the noise nuisance: Insulation (عزل)of buildings (closed double- glazed windows 10cm cavity (تجويف) reduces noise by 25-38 dB(A)) Constructing intervening (فاصلة) barriers using  Dense timber fences  Concrete walls  Landscaped earth mounds




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