ARAHAN TEKNIKJALAN INI DI CETAK PADA SEPTEMBER Design – JKR/J{Rb)/82″ Whioh was pubUshe:l in August. 19 It is to be used foP the. Arahan Teknik (Jalan) 2C/85 – Temporary Signs and Work Zones Control. Cawangan Jalan, Ibu Pejabat JKR, K.L Page 1 FOR INTERNAL USE ONLY. Any comments should be sent to Cawangan Jalan,Ibu pejabat JKR, Kuala Lumpur. Page 1 ARAHAN TEKNIK (JALAN) 1/85 FOR INTERNAL USE ONLY PART I.

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Special manpower needs, such as flaggers d The following factors should be considered Copies of permits when designing, constructing, and operating e Phone numbers of officials to”be contacted these transitional areas: It is placed in the termina exclusive use by workers, equipment, and tion area.

Arahan Teknik Jalan 2D-85-RoadMarkingDileanation

Destination Signs drivers at a sufficient distance and ii. Geknik shall be of non-skid materials and shall protrude 5 mm above the level of the carriageway.

It has good durability and is recommended to be used in heavily travelled urban areas and in main highways with high traffic densities.

Give city with typical detour signing. Dickson 8 Kuala Kelawang Jelebu K. This barrier is narrower than a double-sided corrugated sheet steel beam guardrail, and has Rigid barrier. Kerbs which may be a hazard teknio through traffic may be painted in black and white segments not exceeding 1. A short taper is used to cause traffic control two-way traffic where traffic is to slow down tekniik giving the appearance of required to alternately use a single lane restricted alignment.

A vehicle that enters a jlaan during a The New Jersey barrier is considered to be a generally unplanned manoeuvre, e. The type is determined to traffic flow. The speed of vehicles on the section of road or in the area halan question should be taken into account in determining the length of the strokes and of the gaps between them.


For high, between installations should be avoided. This Arahan Teknik will be continually updated from time to time and in this respect any feedback from users will be most welcomed. Optimum highway, the vertical axis of the barrier should barrier system performance is provided by a be inclined in order to remain perpendicular to level surface in front of the barrier.

Repair or replace any damaged or missing devices. Traffic h Provide a buffer space between traffic and volume and length of time that the closure will workers. For terminal sections, flared terminal the ground to give the needed stability to treatment is used. For bridge rail selection, the system must be iv.

The need for speed a Where a series of advance warning signs are reduction must be obvious to drivers. Where barriers can cause errant vehicles to vault a barrier or to are installed on superelevated sections of strike it so that the vehicle overturns. Increase the size or height of signs to make them more visible.

Crosswalk lines at intersections controlled by traffic signals or stop sign can also be of solid white lines of mm wide 1. They may be stationary, mobile, or oh the roadway rather than the sidewalk.

In urban areas, the length and spacing of the strokesshould be less than those used for rural areas. It should not be erected until work ered on work vehicles, exposed to traffic. On certain main urban arteries where traffic moves fast, however, the characteristics of centre line markings may be the same as for rural areas.

A strip of land abutting the traffic lanes including shoulders. Tests have shown considered impracticable. A flagger is close shoulder. Flaggers fic, so that they can get out of the way if may be used but caution must b e taken so necessary.

The beam may be employed, a typical installation is composed of twisted 90 within the ramp section and is three components: The thickness of the longitudinal lines should be 3 mm to 5 mm when applied by SC. Successive line shall then be spaced in accordance with the measurements given in the tables of Fig.


The dimensional proportions of letters and numerals should be as shown in Fig. For day and night use, lights capable of either flashing or sequential arrow panels. Parking may be prohibited b Them decide how to control pedestrian and work should’ be scheduled during off traffic. Spatial patterns of health clinic in Malaysia. The purpose of this document is to give some introduction on the several types of traffic 1.

All’ employees become a projectile as a result of a collision. Figure sand or other material placed in a manner that will provide stability for errant vehicle c To slow Traffic and used to reduce the dropoff as a result of Where it is desired, to alert or slow traffic by an excavation.

On single lane bridges centre lines shall be discontinued 30m from each abutment. Deflection, an important characteristics of a system to the space system characteristic, is the maximum lateral available at the highway site.

Arahan Teknik Jalan 2DRoadMarkingDileanation

Gantry Signs Lower Case Table 2. Regulatory jlr of mm diameter may only be used with traffic signals while Warning signs of mm width may be located in urban areas where space is arahwn limited. They shall ordinarily be placed 1. Click here to sign up. Spacing for specific, radii not shown may be interpolated from the table.

Sound barrier installations on shoulders prevent application of these considerations will facili- vehicles access to steep embankments or fixed tate the provision of appropriate traffic barriers objects, whereas median barriers are used to ensure roadsides incorporate a consistent and between the roadways of divided highways to economic degree of safety. The standard colour for yellow markings shall be colour No.