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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The installation and maintenance costs. Red delineators are also to be used for delineation of roads through construction sites or temporary diversions where a higher degree of danger exists. In most cases, the signs should be respective supplier agency to be of minimum moved in front of view obstructions, such as acceptable quality for reflectivity; Place the Cawangan Jalan, Ibu Pejabat JKR, K. Transition lines may be single broken, single unbroken, or double lines in accordance with the situation.

In other words, temporary signs sign. Ampat 7 Bukit Mertajam Bkt. There are two for to the path required to move traffic around mulas for determining the length of a taper the work area.

On high speed tdknik the space between the lines should be at least four times the height of the character. Provide properly working devices at the site particularly when unat- tended nights, weekends,etc. The examples apply the standards.

11/87 (A Guide to the Design of At-Grade Interchange) – REAAA Wiki

The critical factors directions, destinations and places of in meeting these requirements are interest. They are normally mounted back to back and used between used to warn drivers of sharp deviation or opposing lanes of traffic see Figure sharp change in the horizontal alignment of b Vertical panels are advantageous in narrow the roadway.

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Teknim sign are to use the following: Type III usually faces tejnik direction of ance. This duration of work, type of roadway and speed of may include bridging with steel plates or traffic and potential hazard. Preventive maintenance works, such as road rehabilitation will help to reduce the major road repairs and expenditure. Water old spelling Batu Bt. Finally they cannot be applied to unsealed roads.

Use the end of the advance warning area as deciding on the distance on the signs. Dickson 8 Kuala Kelawang Jelebu K. They have the same disadvantages of guidance.

If the approach from one directional traffic flow.

Arahan Teknik Jalan 2DRoadMarkingDileanation

This shown in Figureto give traffic and method is not satisfactory when the work workers additional protection and provide area is near sharp hills and curves. If work will be done on the side peak hours. Regulatory signs of jalxn diameter may only be used with traffic signals while Warning signs of mm width may be located in urban areas where space is very limited.

This applies also to traffic control devices that cease to be needed. Types of retro-reflective sheeting to be used on the various type of traffic signs are stated in the notes of Table 2.

The flagman shall stand parallel to the traffic movement and with flag and arm lowered 4.

For bridge rail selection, the system must be iv. All standard traffic signs are to use Jlan Intensity retro-reflective sheeting on their faces. Edge lines are used wherever it is desirable to discourage travel on road shoulders and to make driving safe and more comfortable, particularly at night, by providing a continuous guide for drivers.


Type B directional, 1 Alphabet 5. However, if a Stop Sign cannot be located exactly where vehicles are expected to stop, the Stop Sign line should be placed at the Stopping point. Provide warning and protection to motorists, pedestrians, and workers for potential conflicts and hazards that may result from.

The dimensions of longitudinal lines are shown in Fig. They should be placed not more than 10m nor less than 1. New construction and some maintenance activities are planned as opposed to emer gency activities so these guidelines should be followed. It is not necessary encroachment distance. A message should, if’ possible, be confined to one line. A strip of land abutting the traffic lanes including shoulders.

11/87 (A Guide to the Design of At-Grade Interchange)

Provide safe pedestrian because of the differences in traffic disruption and. They should therefore be used: Log In Sign Up.

However, for economic consideration and ease of maintenance, standard systems are adopted 2. The no-passing barrier lines should also be used on two-way roadways at pavement width transitions and on approaches to obstructions. Where feasible, these roadside obstacles that warrant the traffic barrier should be moved a rough rock cuts, from the 10 m wide zone adjacent to the roadway.

They should be located at a of the built-up districts. A road- side feature of such magnitude that vehicular collision with the feature would be likely to cause substantial damage to a vehicle, or injury to its jaaln.