STANDARD TRAFFIC SIGN
MANUAL ON TRAFFIC CONTROL DEVICES STANDARD TRAFFIC SIGNS PREFACE The purpose of this manual is to establish uniformity in design and application of all traffic signs and crntrol divices in Malaysia for the benefit of road users, road and tragic authorities, and manufac-turers of traffic signs. This manual supersedes and forms part of the revised version of JKR/J(Rb) 0001/80, Manual on Traffic Control Devices-Traffic Signs. The Manual is now divided into the following parts:1. Arahan Teknik(Jalan) 2A/85 - Standard Traffic Signs. Standard traffic signs drawings for Regulatgry, Warning and Guide signs are illustrated complete with dimensions. A colored chart for all the traffic signs indicated acceptable colors for each sign. 2. Arahan Teknik (Jalan) 2B/85 - Traffic Sign Applications.It consists of, with the exception of Temporary signs, design cri teria and location requirements for all traffic signs. 3. Arahan Teknik (Jalan) 2C/85 Temporary Signs and Work Zones Control.It consists of standard temporary sign drawings and their application in the work zones. 4. Arahan Teknik (Jalan) 2D/85 - Road Markings and Delineation. Standard road line paints, road markings and delineators are identified together with guides on their applications. The specifications in this manual are recommended to be used for all new signs and for all replacements of existing signs which have outlived their usefulness.
1. Function Of Traffic Signs Traffic signs are used to regulate, warn; or guide road users. Signs should be used only where necessary and justified by facts and stud
ies. Traffic signs are essential where special regulations apply at specific places or at specific times only, or where hazards are not self-evident. They also give information as to highway routes, directions, destinations and points of interest. Traffic signs ordinarilu are not needed to confirm rules of the road. Functionally, traffic signs are classified as follows: (a) Regualtory signs give notice of traffic laws and regulations (Refer to Section 2A of Arahan Tek.nik 2B/85). (b) Warning signs call attention to condi tions on, or adjacent to, a highway that are potentially hazardous to traffic oper ations. (Refer to Section 2B of Arahan Teknik (Jalan) 2B/85). (c) Guide signs show route designations, destinations, directions, distances, serv ices, points of interest, and other geo graphical, recreational, or cultural infor mation. (Refer to Section 2C of Arahan Tekni.k 2B/85). 2. Scope of This Manual This manual prescribes standards for the signing within the right-of-way of all classes of public highways. Detailed standards for Regulatory signs, which are divided into Prohibitive and Mandatory signs, are given in Part 1 and Warning Signs in Part 2.. The requirements and standards for Guide signs will depend on the functions they are to perform.For this purpose Guide signs are divided into the following types:(a) Destination signs * (b) Distance signs * (c) Information signs * (d) Route markers * *All examples and standards are illustrated in Part 3. The specification set forth in this manual applies to the range of traffic signs provided for Page 1
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in Arahan Teknik (Jalan) 2B/85 (Traffic sign Applications), and Arahan Teknik (Jalan) 2C/85 (Temporary Signs and Work Zone Control) All the standard drawings in this manual are identified by a two-letter and numeral reference, e.g. RP1 - Regulatory Prohibitive sign number 1 - refers to the standard BERHENTI sign, and except for Guide signs that include place Lames, all the standard traffic signs in this country shal conform to the relevant drawings illustrated here in. Other standard requirements such as symbol templates and lettering series for the traffic signs are given in Appendix 1 through Appendix 4. 3. Color Code for Traffic Signs The following color code has been established and identified by JKR as being appropriate foruse in conveying traffic control information.
Note: The colors coded below are used for read fur nitures, other than traffic sign faces, such as road markings, traffic signal and traffic sign posts, guardrails, curbs and so on, paid should be of gloss finish paint or, of higher quality material. Yellow - No. 356 British Standard 381C (Golden Yellow) White - Part 1 clause 1.3.2 and 1.3.3 British Standard 873 Black - Part 1 clause 1.3.2 and 1.3.3 British Standard 873 Orange - British Standard 0.004 Note: The colors used for all traffic sign faces should be comparable to that formed by the chromaticity coo.rdi--rates below, and should be of retro-reflective material.
Chromaticity Coordinates.
1 Color
2
3
x
y
Red
0.690
0.310
0.595
0.315
0.569
0.341
0.655
0.345
Orange
0.610
0.390
0.535
0.375
0.516
0.394
0.581
0.418
Yellow
0.504
0.458
0.525
0.473
0.493
0.507
0.474
0.488
Green
0.140
0.380
0.135
0.440
0.110
0.438
0.115
0.378
Dark Green
0.040
0.460
0.100
0.460
0.100
0.380
0.030
0.380
Blue
0.134
0.043
0.169
0.097
0.154
0.125
0.114
0.007
White
0.350
0.360
0.300
0.310
0.285
0.325
0.335
0.375
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y
x
4 y
x
y
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4. List of Acceptable Abbreviation for Traffic Sign IMPORTANT NOTE: All messages on signs should be spelled out in full. This is especially so for place .lames.However, when space are limited, abbreviations are allowed but not encourage. Names of Places Batu Pahat Bukit Mertajam Johore Bahru Kuala Lumpur Lapangan Terbang Subang Parit Buntar Sungai Peta.ni
Abbreviations Bt.Pahat Bkt. Mertajam J. Bahru K. Lumpur Lpg.Terbang Subang (Subang) Pt. Buntar Sg, Petani
PART REGULATORY SIGNS
Other Names Jalan Mahameru Sungai Gombak Kilometre
Jln. Mahameru Sg. Gombak Km.
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PART 2 WARNING SIGNS
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PART 3 GUIDE SIGNS
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APPENDIX 1 SYMBOL TEMPLATES
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APPENDIX 2 LETTERING SERIES SERIES 1 TABLE-1 UNIT LETTER HEIGHT/ LETTER WIDTH, SPACING CONSTANTS, MOSAIC SIZE. H = I Alphabet k1
k2
w1
W1
Alphabet k1
k2
w1
W1
A
0.0438 0.0438 1.000 1.088 a
0.150 0.250 0.625 1.025
B
0.1314 0.1139 0.7975 1.043 b
0.250 0.150 0.625 1.025
C
0.1139 0.0788 0.7975 0.990 c
0.150 0.163 0.625 0.936
D
0.1314 0.1139 0.7975 1.043 d
0.150 0.250 0.625 1.025
E
0.1314 0.0788 0.7350 0.945 e
0.150 0.163 0.625 0.936
F
0.105 0.150 0.4125 0.668
H
0.1314 0.0788 0.7350 0.945 f 0.1139 0.1139 0.7975 1.025 g 0.1314 0.1314 0.7975 1.060 h
I
0.1314 0.1314 0.1728 0.436 i
0.250 0.250 0.1875 0.688
J
0.0438 0.1314 0.7500 0.925 j
0.050 0.250 0.3750 0.675
K
0.1314 0.0788 0.8125 1.023 k
0.250 0.100 0.6250 0.975
L
0.1314 0.0438 0.7350 0.910 l
0.250 0.250 0.1850 0.685
M
0.1314 0.1314 0.9225 1.185 m
0.250 0.250 1.050 1.550
N
0.1314 0.1314 0.7975 1.060 n
0.250 0.250 0.6250 1.125
O
0.1139 0.1139 0.7975 1.025 o
0.150 0.150 0.6250 0.925
P
0.1314 0.1139 0.7975 1.043 p
0.250 0.150 0.6250 1.025
Q
0.1139 0.1139 0.8275 1.055 q
0.150 0.250 0.6250 1.025
R
0.1314 0.1139 0.7975 1.043 r
0.250 0.100 0.4750 0.825
S
0.1139 0.1139 0.7975 1.025 s
0.125 0.125 0.6250 0.875
T
0.0438 0.0438 0.7350 0.823 t
0.125 0.150 0.4875 0.763
U
0.1314 0.1314 0.7975 1.060 u
0.250 0.250 0.6250 1.125
V
0.0438 0.0438 0.9050 0.993 v
0.113
W
0.0438 0.0438 1.0475 1.135 w
0.105 0.125 0.9375 1.168
X
0.0788 0.0788 0.8600 1.018 x
0.150 0.113
0.7500 1.013
Y
0.0438 0.0438 1.000 1.088 y
0.150 0.113
0.8125 1.039
Z
0.1314 0.1139 0.7975 1.043 z
0.163 0.163 0.6250 0.951
G
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0.150 0.250 0.625 1.025 0.250 0.250 0.625 1.125
0.113
0.7500 0.976
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UNIT NUMERAL HEIGHT/NUMERAL WIDTH, SPACING CONSTANTS MOSAIC SIZES
Letter
k1
k2
w1
W1
1
0.1314
0.1314
0.2975
0.5603
2
0.1051
0.1051
0.7975
1.0077
3
0.1051
0.1051
0.7975
1.0077
4
0.0138
0.0138
0.9225
1.010
5
0.1051
0.1051
0.7975
1.0077
6
0.1051
0.1051
0.7975
1.0077
7
0.0438
0.0438
0.7975
0.8851
8
0.1051
0.1051
0.7975
1.0077
9
0.1051
0.1051
0.7975
1.0077
0
0.1051
0.1051
0.8275
1.0377
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k1 and k2 are unit spacing constants defined as fig. W1 = k1+k2+w1 W1 = unit letter width W1 = unit mosaic size To obtain the required size of the alphabet multiply the values from the table by the desired size. e.g for 200 mm letter height for number '3' H200 1 x 200mm = 200mm W200 0.7975 x 200 = 159.5mm
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The mosaic height Hm is obtained the same way as above.
For letter 'U' k from. table I = 0,1314 (for unit height W) K I for 250mm letter height of`U' = 0.1314 x 250 = 32.85MIM k 2 from table I = 0.1314 (for unit height A') k 2 for 250mm letter height of `U' = 0.1314 x 250 = 32.85MM WI from table 1 = 0.7975 (for unit height V) j . W I for 250mm letter height of 'U` - 0.7975 x 250 = 199.37mm. Width of letter mosaic W, = k I + k 2 + W *91 = 32.85 + 32.85 + 99.37 = 265.07nmn CHECK: Width of letter mosaic for unit height 'H' = I (for letter 'U') W k +k2{-w1 'i 0.1314 + 0.1314 + 0.7975 1.0603 For 'H'250, W 1.0603 x 250 2 5 6mm
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To obtain the actual size of the Alphabet, multiply the values from the Table by the desired size. eg.
Size of letter required = 250mm ... H = 250mm Height of Mosaic = Hm = Hu + H + Hb = 1/4H + H +1/2H = 1 1/2H = 1 1/2 x 250 = 437.5mm For letter 'K’ k1 from table 1 = 0.1314 (for unit letter height ‘H’) .’.k1 for 250mm letter height of K = 0,9314 x 250 = 32.85mm k2 from table 1 = 0.0788 (for unit letter height°H) .', k2 for 250mm letter height of K = 0.0788 x 250 = 19.7mm w1 from table 1= 0.8125 (for unit height H) .’. w1 for 250mm letter height K = 0.8125 x 250 = 203.13mm
CHECK: Width of letter mosaic for unit height H = 1(for letter'K') w1 = k1 + k2 + w1 =0.1.34 + 0.0788 + 0.8125 = 1.0227 For H = 250, W1 = 1.0227 x 250 = 255,67mm . . Size of mosaic for letter ‘K' = 438 x 256 For letter ‘e’ k1 from table 1 = 0.150 (for unit height 'H) .’. k1 for 250mm letter height of e = 0.150 x 250 = 37.5mm k2 from table 1 = 0.163 (for unit height "H) . . k2 for 250mm letter height of e = 0.163 x 250 = 40.75mm w1 from table 1 = 0.625 (for unit height’H) .'. w1 for 250mm letter height e = 0.625 x 250 =156.25mm .`. Width of letter mosaic = k1 + k2 + W1 = 37.5 + 40.75 + 156.25 = 234mm CHECK: Width of letter mosaic. for unit. height 'H' = 1 (for letter .'e') w1 = k1 +k2 +w1 = 0.15 + 0.163 + 0.625
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=0.938 For 'H' = 250, W1 = =
0.938 x 25+0 234mm
.’. Size of mosaic for letter ‘e’ = 438 x 234 Repeat for letters ‘l’ ‘a’ ‘n’ and ‘g’ To obtain the actual size of the nudber and alphabet, multiply the values from the Tables by the desired size. e.g
Size of lettet required = 250mm, H = 250mm. Height of Mosaic = Hm = Hu + H + Hb = 1/4H + H + 1/2H = 1 1/2 x 250 = 437.5mm For number. '1' k 1 from table 2 = 0.1314 (for unit numeral height'H') .*.k 1 for 250mm numeral height of ‘1’ = 0.1314 x 250 = 32.85mm k 2 from table 2 = 0.1314 (for unit numeral height 'H') .*.k 2 for 250mm numeral height of ‘1’= 0.1314 x 250 = 32.85mm w 1 from table 2 = 0.2975 (for unit numeral height 'H') .*.w 1 for 250mm numeral height of ‘1’ = 0.2975 x 250 = 74.38mm
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Width of numeral mosaic W, = l c1 + k 2 + W 1 = 32.85 1 32.85 + 74,38 = 140,08mm CHECK: Width of letter mosaic for unit height `1' = 1 (for number '1') W 1= k1 +k2 + w 1 = 0.1314 + 0.1314 + 0.2975 = 0.5603 For 'H' = 250, W = 250 x 0.5603 = 140.08mm .*. Size of mosaic for letter '1' = 438 x 140 Repeat for number '5' and '0' For letter 'k' k1 from table '1' = 0.250 (for unit height 'H') .'. k1 for 250mm letter height of 'k' = 0.250 x 250 = 62.5mm k2 from table '1' = 0.1 (for unit height 'H') .'. k2 for 250mm letter height of 'k' = 0.1 x 250 = 25mm w1 from table '1' = 0.6250 (for unit height 'H') . ' , w1 for 250mm letter height of 'k' = 0.6250 x 250 = 156.25mm .*. Width of letter mosaic W1 = k1 + k2 + w1 = 62.5 + 25 + 156.25 = 243.75mm CHECK: Width of letter mosaic for unit height 'H' = 1 (for letter 'K') w1 = k1 + k2 + w1 = 0.250 + 0.1 + 0.6250 = 0.975 For `H' = 250, W1= 250 x 0.975 = 243.75mm .*. Size of mosaic for leccer ' k’ = 438 x 244 Repeat for letter ‘m’
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TABLE 3
SERIES 2 LETTER AND NUMERIAL DIMENSIONS
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480
400
340
320
280
240
200
180
160
140
120
100
80
60
40
400
350
300
250
213
200
175
150
125
113
100
88
75
63
50
38
25
A
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
B
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
C
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
D
320
280
240
200
170
160
140
120
100
90
80
70
60
50
40
30
20
E
320
280
240
200
170
160
140
120
100
90
80
70
60
50
40
30
20
F
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
G
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
H
90
79
68
56
48
45
39
34
28
25
23
20
17
14
11
8
6
I
320
280
240
200
170
160
140
120
100
90
80
70
60
50
40
30
20
J
350
306
263
219
186
175
153
131
109
98
88
77
66
65
44
33
22
K
320
280
240
200
170
160
140
120
100
90
80
70
60
50
40
30
20
L
415
363
311
259
220
208
182
156
130
117
104
91
78
65
52
39
26
M
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
N
370
324
278
231
197
185
162
139
118
104
93
81
69
58
48
35
23
O
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
P
370
324
278
231
197
185
162
139
116
104
93
81
69
58
48
35
23
Q
Letter and numerial width
560
Letter and numerial height
640
Page 70
Cawangan Jalan, Ibu Pejabat JKR, K.L
STANDARD TRAFFIC SIGN FOR INTERNAL USE ONLY
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
R
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
S
320
280
240
200
170
160
140
120
100
90
80
70
60
50
40
30
20
T
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
U
390
341
293
244
207
195
171
146
122
110
98
85
73
61
49
37
24
V
480
420
360
300
255
240
210
180
150
135
120
105
90
75
60
45
30
W
376
329
282
235
200
188
165
141
110
106
94
82
71
59
47
35
24
X
400
350
300
250
213
200
175
150
125
113
100
88
75
63
50
38
25
Y
350
306
263
219
186
176
154
132
110
99
88
77
66
55
44
33
22
Z
130
114
98
81
69
65
57
49
41
37
33
28
24
20
16
12
8
1
350
306
263
219
186
176
154
132
110
99
88
77
66
55
44
33
22
2
350
306
263
219
186
176
154
132
110
99
88
77
66
55
44
33
22
3
390
341
293
244
208
196
171
147
122
110
98
86
73
61
49
37
24
4
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
5
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
6
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
7
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
8
350
306
263
219
186
175
153
131
109
98
88
77
66
55
44
33
22
9
370
324
278
231
197
185
162
139
116
104
93
81
69
58
46
35
23
0
90
79
68
56
48
45
39
34
28
25
23
20
17
14
11
8
6
Letter numerial stroke width
350
Page 71
Cawangan Jalan, Ibu Pejabat JKR, K.L
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
SERIES 2 LETTER AND NUMERIAL SPACING 3.1 Spacing between Letters millimetres Initial or preceding letter
Followed by AVW X 5
BDEFHIK LMNPRU
CGOQ S24890
J
T7
Y
Z1
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
165 185 180 175 180 150 130 245 245 245 145 145 245 245 175 175 175 175 160 150 245 165 165 165 160 230
245 165 260 150 260 230 260 325 325 325 225 225 325 325 250 250 250 250 240 230 325 245 245 245 240 310
175 185 185 180 185 160 185 250 250 250 150 150 250 250 180 180 180 180 165 160 250 175 175 175 165 240
145 165 160 150 160 130 160 225 225 225 120 120 225 225 150 150 150 150 135 130 225 145 145 145 135 210
150 175 165 160 165 135 165 230 230 230 130 130 230 230 160 160 160 160 145 135 230 150 150 150 145 215
160 180 175 165 175 145 175 240 240 240 135 135 240 240 165 165 165 165 150 145 240 160 160 160 150 225
230 250 145 240 245 215 245 310 310 310 210 210 310 310 240 240 240 240 225 215 310 230 230 230 225 295
1 2 3 4 5 6 7 8 9 0
245 160 185 225 165 165 150 175 175 175
Cawangan Jalan, Ibu Pejabat JKR, K.L
250 165 195 230 175 175 160 180 180 180
230 145 175 210 150 150 135 160 160 160
310 225 250 290 230 230 215 240 240 140
3,6
260 175 200 240 180 180 165 185 185 185
Page 72
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
3.2 Spacing Factors
Capital letter and number height
SIRIES 2 SPACING Wide
Medium
Narrow
0.051 0.077 0.102 0.128 0.153 0.179 0.205 0.230 0.256 0.307 0.358 0.409 0.435 0.511 0.614 0.716 0.818
0.038 0.058 0.077 0.096 0.115 0.134 0.153 0.173 0.192 0.230 0.269 0.307 0.326 0.384 0.461 0.537 0.614
0.026 0.038 0.051 0.064 0.077 0.089 0.102 0.115 0.128 0.153 0.179 0.205 0.217 0.256 0.307 0.358 0.409
40 60 80 100 120 140 160 180 200 240 280 320 340 400 480 560 640
Example : to determine spacing between 120mm E followed by R in series 2 with spacing:
From Table 3.1, spacing for E followed by R
= 260
Series 2 medium spacing factor
= 0.115
Required spacing
=
260 x 0.115
= 30 mm approx
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 73
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
3.2 Lower Case to Lower Case Followed by st
Initial or preceding letter A
acde goq 195
bhikl mnpru 245
fw
j
185
140
B
140
195
130
vy
x
z
180
180
190
200
85
125
125
135
145
C
150
200
140
95
135
135
145
155
D
195
245
185
140
180
180
190
200
E
150
200
140
95
135
135
145
155
F
140
195
130
85
125
125
135
145
G
195
245
185
140
180
180
190
200
H
195
245
185
140
180
180
190
200
I
195
245
185
140
180
180
190
200
J
195
245
185
140
180
180
190
200
K
140
195
130
85
125
125
135
145
L
195
245
185
140
180
180
190
200
M
195
245
185
140
180
180
190
200
N
195
245
185
140
180
180
190
200
O
140
195
130
85
125
125
135
145
P
140
195
130
85
125
125
135
145
Q
195
245
185
140
180
180
190
200
R
95
150
90
40
80
80
90
100
S
140
195
130
85
125
125
135
145
T
145
200
135
90
130
130
140
150
U
195
145
185
140
180
180
190
200
V
125
180
115
70
110
110
120
130
W
130
180
120
75
115
115
125
135
X
135
185
125
80
120
120
130
140
Y
125
180
115
70
110
110
120
120
Z
145
200
135
90
130
130
140
150
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 74
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
3.4
Spacing Factors millimetres
Letter height, mm Lower case
Capitals
Factor
90
120
0.188
105
140
0.219
120
160
0.250
135
180
0.281
150
100
0.313
180
240
0.375
210
280
0.438
240
320
0.500
255
340
0.531
300
400
0.625
360
480
0.750
420
560
0.875
480
640
1.000
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 75
FOR INTERNAL USE ONLY
STANDARD TRAFFIC SIGN
APPENDEX 5 STANDARD TRAFFIC SIGNS IN COLORS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 76
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
SIGN TYPES, COLOR AND SHAPES
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 77
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
REGULATORY PROHIBITIVE SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 78
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
REGULATORY PROHIBITIVE SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 79
FOR INTERNAL USE ONLY
STANDARD TRAFFIC SIGN
REGULATORY PROHIBITIVE I REGULATORY MANDATORY
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 80
FOR INTERNAL USE ONLY
STANDARD TRAFFIC SIGN
WARNING DANGER SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 81
FOR INTERNAL USE ONLY
STANDARD TRAFFIC SIGN
WARNING DANGER SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 82
FOR INTERNAL USE ONLY
STANDARD TRAFFIC SIGN
WARNING DANGER SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 83
FOR INTERNAL USE ONLY
STANDARD TRAFFIC SIGN
WARNING DANGER SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 84
FOR INTERNAL USE ONLY
STANDARD TRAFFIC SIGN
WARNING DANGER SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 85
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
TEMPORARY SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 86
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
GUIDE INFORMATION SIGNS
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 87
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
GUIDE DESTINATION/ GUIDE DISTANCE SIGNS AND GUIDE ROUTE MARKER
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 88
STANDARD TRAFFIC SIGN
FOR INTERNAL USE ONLY
TEMPORARY SIGNS
NOTES: (1) LETTERS, SYMBOLS, PLATE SIZES AND COLOR CODES FOR TRAFFIC SIGNS ARE DEFINED IN JKR ARAHAN TEKNIK (JALAN) 2A/85-STANDARD TRAFFIC SIGNS (2) APPLICATION PRINCIPLES OF TRAFFIC SIGNS ARE DEFINED IN JKR ARAHAN TEKNIK (JALAN) 213/85 (3) ALL DIMENSIONS AND COLORS FOR TEMPORARY SIGNS AND THEIR APPLICATION PRINCIPLES ARE DEFINED IN JKR ARAHAN TEKNIK (JALAN) 2C/85 (4) THIS CHART DOES NOT SHOW A COMPLETE LIST OF ALL STANDARD TRAFFIC SIGNS ABBREVIATION: RP - Regulatory Prohibitive Signs RM - Regulatory Mandatory Signs WD - Warning Danger Signs T - Temporary Signs GI - Guide Information Signs GD - Guide Destination Signs GX - Guide Distance Signs GR - Guide Route Marker
Cawangan Jalan, Ibu Pejabat JKR, K.L
Page 89
FOR INTERNAL USE ONLY
Cawangan Jalan, Ibu Pejabat JKR, K.L
STANDARD TRAFFIC SIGN
Page 90