Arahan Teknik (Jalan) 2A-85 - Standard Traffic Signs

Arahan Teknik (Jalan) 2A/85

Standard Traffic Signs

7.0m

5.0m

Roads Branch Public Works Department Malaysia Jalan Sultan Salahuddin 50582 Kuala Lumpur

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


FOR INTERNAL USE ONLY

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

Cawangan Jalan, Ibu Pejabat JKR, K.L

x

y

x

4 y

x

y

Page 2



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


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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STANDARD TRAFFIC SIGN FOR INTERNAL USE ONLY

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

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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

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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


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

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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


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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


Page 74



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


Page 75



APPENDEX 5 STANDARD TRAFFIC SIGNS IN COLORS


Page 76



SIGN TYPES, COLOR AND SHAPES


Page 77



REGULATORY PROHIBITIVE SIGNS


Page 78



REGULATORY PROHIBITIVE SIGNS


Page 79



REGULATORY PROHIBITIVE I REGULATORY MANDATORY


Page 80



WARNING DANGER SIGNS


Page 81





Page 82





Page 83





Page 84





Page 85



TEMPORARY SIGNS


Page 86



GUIDE INFORMATION SIGNS


Page 87



GUIDE DESTINATION/ GUIDE DISTANCE SIGNS AND GUIDE ROUTE MARKER


Page 88



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


Page 89




Page 90

Arahan Teknik (Jalan) 2A-85 - Standard Traffic Signs

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