“PM” Q-Series#
| Varies | Varies |
| 0.2 | 2.6 min. |
| 0.2 | Edge line |
| Barrier line | Shoulder |
| 0.4 | 0.8 |
| 2.5 | 1.25-2.5 |
| Varies | 2.5 |
| 0.8 | 0.4 |
| Notes: | |
| 1. The coloured surface treatment and SCHOOL ZONE pavement message shall meet all jurisdictional requirements for slip resistance and retroreflectivity. | |
| 2. All longitudinal lines shall remain and not be impacted by the coloured surface treatment. | |
| 3. Dimensions are in metres. | |
| 4. For further set-out requirements refer to the Queensland MUTCD Part 4. | |
| 5. Dimensions and layout are for speed limits £ 80 km/h. | |
| Colour Legend | |
| Mustard (Y42) | |
| White | |
| Signal Red (R13) |
Table in words
- The coloured surface treatment and SCHOOL ZONE pavement message shall meet all jurisdictional requirements for slip resistance and retroreflectivity.
- All longitudinal lines shall remain and not be impacted by the coloured surface treatment.
- Dimensions are in metres.
- For further set-out requirements refer to the Queensland MUTCD Part 4.
- Dimensions and layout are for speed limits £ 80 km/h.
Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 12/05/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) PM-040-Q01 Designed RH 05/25 Checked DJ 05/25 Scale Not to Scale A
Signface Design#
Specifications#
“R” Q-Series#
| a | b | c | d | e | f | g | r |
|---|---|---|---|---|---|---|---|
| A 1000 | 1200 | 15 | 45 | 80 | 120C | 45 | 100 |
| B 1300 | 1600 | 20 | 60 | 106 | 160C | 60 | 200 |
| C 1600 | 2000 | 20 | 60 | 130 | 200C | 75 | 200 |
a r e d GIVE WAY R1-2 b CANE TRAMS f g ONLY f c e a b c d e f g r A 1000 1200 15 45 80 120C 45 100 B 1300 1600 20 60 106 160C 60 200 C 1600 2000 20 60 130 200C 75 200 Colour Legend Appication: Black (legend and border) For use at cane railway crossings near intersections where the railway crossing approach would normally Retroreflective white (background) have priority (refer page 2). Retroreflective red (border of sign R1-2)
Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 03/02/23 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) R1-2-Q01 1 _ Page 1/2 Designed RH 01/99 Checked JP 02/23 Scale Not to Scale A
| a | b | c | d | e | f | g | r |
|---|---|---|---|---|---|---|---|
| A 1000 | 1200 | 15 | 45 | 80 | 120C | 45 | 100 |
| B 1300 | 1600 | 20 | 60 | 106 | 160C | 60 | 200 |
| C 1600 | 2000 | 20 | 60 | 130 | 200C | 75 | 200 |
| APPLICATION YLNO SMART ENAC Route YAW EVIG Major SKCART X Y C GIVE A R WAY W O S S L I I N A G R Minor Leg Minor Leg R G A N GIVE OL I S I WAY S W R A C Y X TRACKS GIVE WAY CANE TRAMS ONLY |
Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 03/02/23 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) R1-2-Q01 2 _ Page 2/2 Designed RH 01/99 Checked JP 02/23 Scale Not to Scale A
R20 50 K 15 80E 20 E 80E 20 E 80E 20 P 80E 80 L 80E 1200 20 E 80E 20 F 80E 20 T 80E 15 150 15 5 130 250 · Colour Legend · Black · Retroreflective white · Application: This sign may be used with the four (4) traffic cones on the centre line in advance of a traffic controller in lieu of T5-Q02 (chevron delineator) or at other locations where the "KEEP LEFT" message is required. · Mounting Arrangements: Mounted in "weighted" temporary plastic or rubber support as per T5-Q02. · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 17/10/16 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · Designed TV 10/16 · Checked DJ 10/16 · Scale Not to Scale · A
r15 50 r25 12 K 70D r25 65 30 15 K E 55 90D 70D K 15 80D 20 E 30 30 90D E E 70D 80D 20 E 30 30 90D P E 70D 80D 20 P 30 90D P 80 80D 70 L 1050 70D 80 L 1200 90D L 30 1150 80D 20 E E 70D 30 90D E 30 80D 20 F F 70D 30 90D F 80D 20 30 T T 30 90D 70D T 80D 60 70 60 100 60 80 5 5 4 65 50 55 180 100 150 · R2-3-Q02 1 · R2-3-Q02 2 · R2-3-Q02 3 · Colour Legend · Black · Retroreflective white · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 13/05/22 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · Designed RH 02/08 · Checked DJ 05/22 · Scale Not to Scale · A · B
1800 r50* 75 180 600 90 440 180 75 75 75 a c b d e a e e d r 1 r 2 c a b c d e r r 1 2 440 220 110 65DN 30 185 220 · NO ENTRY symbol details · Colour Legend · LED white · LED red · Black (background) · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 16/02/21 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · Designed RH 02/21 · Checked DJ 02/21 · Scale Not to Scale · A · Page 1 of 4
| a | b | c | d e | r r 1 2 |
|---|---|---|---|---|
| 440 | 220 | 110 | 65DN 30 | 185 220 |
Table in words
- For a, the value is 440.
- For b, the value is 220.
- For c, the value is 110.
- For d e, the value is 65DN 30.
- For r r 1 2, the value is 185 220.
1800 75 75 r50* 90 180 90 440 900 180 150 120 90 a c b d e a e e d r 1 r 2 c a b c d e r r 1 2 440 220 110 65DN 30 185 220 · NO ENTRY symbol details · Colour Legend · LED white · LED red · LED yellow · Black (background) · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 16/02/21 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · Designed RH 02/21 · Checked DJ 02/21 · Scale Not to Scale · A · Page 2 of 4
| a | b | c | d e | r r 1 2 |
|---|---|---|---|---|
| 440 | 220 | 110 | 65DN 30 | 185 220 |
| 2150 r50* 75 180 600 90 440 180 75 200 200 a c b d e G9-21-1 a e e d r 1 r 2 c a b c d e r r 1 2 440 220 110 65DN 30 185 220 Typical installation example NO ENTRY symbol details Notes 1. This LED sign shall be used in conjunction with G9-21-1 guide sign to indicate the road ahead is closed due to flooding. For use with G9-21-2 refer to page 4. 2. The ROAD CLOSED and NO ENTRY message must be displayed simultaneously. 3. The number of rows in the red annulus are defined in MRTS206. 4. Inner rings of the red annulus must be capable of flashing separately in accordance with operating instructions. 5. * Corners may vary to suit manufacturing process. Colour Legend 6. LED details are indicative and should be approved in accordance with standard display requirements on AS4852. LED white 7. The NO ENTRY legend should be arranged to match the AS1744 fonts where LED red possible. 8. For performance and operating specifications refer to Department of Transport and Black (background) Main Roads ITS & Electrical Technology unit. Email:- TrafficEngineering.support@tmr.qld.gov.au. | ||||
| REGULATORY SIGN “ROAD CLOSED - NO ENTRY” “DUE TO FLOODING” | ||||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | APPROVED AS OFFICIAL TRAFFI 1 PRINCIPAL ENGINEER (Traffic Engineering) C SIGN R2-4-Q01 3 _ 6/02/21 Page 3 of 4 Date A | |||
| Designed RH 02/21 | Checked DJ 02/21 | Scale Not to Scale |
Table in words
- For a, the value is 440.
- For b, the value is 220.
- For c, the value is 110.
- For d e, the value is 65DN 30.
- For r r 1 2, the value is 185 220.
- The table row contains: 2150 r50* 75 180 600 90 440 180 75 200 200 a c b d e G9-21-1 a e e d r 1 r 2 c a b c d e r r 1 2 440 220 110 65DN 30 185 220 Typical installation example NO ENTRY symbol details Notes 1. This LED sign shall be used in conjunction with G9-21-1 guide sign to indicate the road ahead is closed due to flooding. For use with G9-21-2 refer to page 4. 2. The ROAD CLOSED and NO ENTRY message must be displayed simultaneously. 3. The number of rows in the red annulus are defined in MRTS206. 4. Inner rings of the red annulus must be capable of flashing separately in accordance with operating instructions. 5. * Corners may vary to suit manufacturing process. Colour Legend 6. LED details are indicative and should be approved in accordance with standard display requirements on AS4852. LED white 7. The NO ENTRY legend should be arranged to match the AS1744 fonts where LED red possible. 8. For performance and operating specifications refer to Department of Transport and Black (background) Main Roads ITS & Electrical Technology unit. Email:- TrafficEngineering.support@tmr.qld.gov.au. and .
- The table row contains: and REGULATORY SIGN “ROAD CLOSED - NO ENTRY” “DUE TO FLOODING”.
- The table row contains: Department of Transport and Main Roads Infrastructure Management & Delivery Division and APPROVED AS OFFICIAL TRAFFI 1 PRINCIPAL ENGINEER (Traffic Engineering) C SIGN R2-4-Q01 3 _ 6/02/21 Page 3 of 4 Date A.
- The table row contains: Designed RH 02/21 and Checked DJ 02/21 and Scale Not to Scale.
| 1400 r50* 75 140 500 70 440 140 75 50 50 a c b d e a e e d r 1 r 2 G9-21-2 c a b c d e r r 1 2 440 220 110 65DN 30 185 220 NO ENTRY symbol details Typical installation example Notes 1. This LED sign shall be used in conjunction with G9-21-2 guide sign to indicate the road ahead is closed due to flooding. For use with G9-21-1 refer to page 3. 2. The ROAD CLOSED and NO ENTRY message must be displayed simultaneously. 3. The number of rows in the red annulus are defined in MRTS206. 4. Inner rings of the red annulus must be capable of flashing separately in accordance with operating instructions. 5. * Corners may vary to suit manufacturing process. Colour Legend 6. LED details are indicative and should be approved in accordance with standard display requirements on AS4852. LED white 7. The NO ENTRY legend should be arranged to match the AS1744 fonts where LED red possible. 8. For performance and operating specifications refer to Department of Transport and Black (background) Main Roads ITS & Electrical Technology unit. Email:- TrafficEngineering.support@tmr.qld.gov.au. | ||
| REGULATORY SIGN “ROAD CLOSED - NO ENTRY” “DUE TO FLOODING” | ||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | APPROVED AS OFFICIAL TRAFFIC SIG 16/02 PRINCIPAL ENGINEER Dat (Traffic Engineering) N R2-4-Q01 4 _ /21 Page 4 of 4 e A | |
| Designed RH 02/21 | Checked DJ 02/21 | Scale Not to Scale |
| d a r e RIGHT f g LANE f g MUST f g b U h g TURN f c e Colour Legend a b c d e f g h r Black A 450 750 10 30 61 80E 37 160E 50 B 600 1000 10 30 82 106E 50 213E 50 Retroreflective white | ||
| TRAFFIC INSTRUCTION SIGN “RIGHT LANE MUST U TURN” | ||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | APPROVED AS OFFICIAL TRAFFIC SIGN 08/05/23 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) R2-9-Q01 | |
| Designed JD 6/94 | Checked JP 08/23 | Scale Not to Scale |
| A |
| a | b | c | d | e | f | g | h | r | |
|---|---|---|---|---|---|---|---|---|---|
| A | 450 | 750 | 10 | 30 | 61 | 80E | 37 | 160E | 50 |
| B | 600 | 1000 | 10 | 30 | 82 | 106E | 50 | 213E | 50 |
| a r a r e e d THROUGH d THROUGH h h e e TRAFFIC TRAFFIC g g b e b e KEEP KEEP f f e e LEFT RIGHT f f c c e e R2-Q02(L) R2-Q02(R) a b c d e f g h r R2-Q02A 600 800 10 30 80 100D 100C 100B 50 R2-Q02B 900 1200 15 45 128 140D 140C 140B 100 R2-Q02C 1200 1600 20 60 160 200D 200C 200B 200 Colour Legend Black Retroreflective white | ||||
| REGULATORY SIGN “THROUGH TRAFFIC KEEP LEFT (RIGHT) (L & R)“ | ||||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | APPROVED AS OFFICIAL TRAFFIC SIGN 27/05/16 PRINCIPAL ENGINEER Date (Traffic Engineering) R2-Q02 | |||
| Designed RH 8/95 | Checked JD 8/95 | Scale Not to Scale | ||
| A | B | C | D | E |
| a | b | c | d | e | f | g | h | r |
|---|---|---|---|---|---|---|---|---|
| 2A 600 | 800 | 10 | 30 | 80 | 100D | 100C | 100B | 50 |
| 2B 900 | 1200 | 15 | 45 | 128 | 140D | 140C | 140B | 100 |
| 2C 1200 | 1600 | 20 | 60 | 160 | 200D | 200C | 200B | 200 |
| 450 R25 36 WALK TO ISLAND 15 55B 32 AND WAIT FOR 300 55B 32 FURTHER SIGNAL 55B 5 35 Colour Legend Black Retroreflective white | ||||||||
| REGULATORY SIGN “WALK TO ISLAND AND WAIT FOR FURTHER SIGNAL” | ||||||||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | APPROVED AS OFFICIAL TRAFFIC SIGN 27/05/16 PRINCIPAL ENGINEER Date (Traffic Engineering) | R3-Q01 | ||||||
| Designed RH 8/95 | Checked JD 8/95 | Scale Not to Scale | ||||||
| A | B | C |
Table in words
- For a of 2A 600, b is 800, c is 10, d is 30, e is 80, f is 100D, g is 100C, h is 100B and r is 50.
- For a of 2B 900, b is 1200, c is 15, d is 45, e is 128, f is 140D, g is 140C, h is 140B and r is 100.
- For a of 2C 1200, b is 1600, c is 20, d is 60, e is 160, f is 200D, g is 200C, h is 200B and r is 200.
- The sign is a regulatory sign “WALK TO ISLAND AND WAIT FOR FURTHER SIGNAL”.
- The sign is approved as an official traffic sign on 27/05/16 by the Principal Engineer (Traffic Engineering) with the number R3-Q01.
- The sign was designed by RH on 8/95 and checked by JD on 8/95 at a scale of Not to Scale.
| - 2/wooden dowel rods 22 dia. x 900 mm long - 2/28.6mm out/ dia x 1.6 mm wall M.S. tubes - 2/M.S. plates 2.5 mm thick CHILDREN CROSSING R3 - 3 - 2/M10 galvanised ’U‘ bolts with nuts as shown R31 100 40 72 crs 3 12(42) 75 120 2 holes 12 dia. in plate - Plate and tube assemblies to be primed & coated with white enamel after welding, or hot-dip galvanised to AS 1650 after welding Colour Legend Note: 1. Flag material must be opaque and double thickness. Black Legend shall be provided on both sides of the flag. 2. For flag details refer to R3-3. Class 400 fluorescent red/orange | ||
| REGULATORY FLAG AND FITTINGS CHILDREN CROSSING | ||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | APPROVED AS OFFICIAL TRAFFIC SIGN 11/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) | R3-3-Q01 |
| Designed RH 04/25 | Checked JP 04/25 | Scale Not to Scale |
| A |
Table in words
- The sign is a regulatory flag and fittings for children crossing.
- The sign is approved as an official traffic sign on 11/04/25 by the A/Principal Engineer (Traffic Engineering Practice) with the number R3-3-Q01.
- The sign was designed by RH on 04/25 and checked by JP on 04/25 at a scale of Not to Scale.
| CHILDREN CROSSING |
| a 1 a r 3 r A B C f a 450 600 900 b 1400 1900 2800 k g c 300 400 600 f SCHOOL m d 500 700 1000 c n e 600 800 1200 ZONE m f 4 5 8 r g 12 15 24 2 k k 50 65 100 m 75D 100D 150D n 46 65 92 o o 150 230 300 p 200D 260D 400D 40 q 325 427 650 r 45 60 90 d p r 185 237 365 1 r 220 297 445 2 s 40 60 80 b b t 75D 100D 150D 1 o u 45 53 90 v 120C 160C 240C w 60C 80C 120C r x 45D 60D 90D 1 y 40 54 80 AM z 45 53 90 a 600 800 1200 1 b 1550 2100 3100 1 c 75 100 150 e PM 1 r 75 100 150 s 3 SCHOOL t s DAYS g t f u c 1 Notes: 1. For guidance on the use of this sign refer to the Colour Legend Queensland MUTCD Part 4. Class 400 retroreflective white 2. * When times are to be expressed in whole hours the "00" minutes notation shall not be shown. See pages 2 Class 400 retroreflective red and 3 for details. Black Class 400 retroreflective fluorescent yellow green Class 400 retroreflective fluorescent orange (target board edge strip) | ||
| SCHOOL ZONE SPEED LIMIT | ||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | ISSUED AS OFFICIAL TRAFFIC SIGN 24/08/26 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) | R4-040-Q01 1 _ Page 1 of 3 |
| Designed RH 05/25 | Checked DJ 08/26 | Scale Not to Scale |
| A | B |
Table in words
- The sign is a school zone speed limit.
- The sign is issued as an official traffic sign on 24/08/26 by the Principal Engineer (Traffic Engineering Practice) with the number R4-040-Q01 1, page 1 of 3.
- The sign was designed by RH on 05/25 and checked by DJ on 08/26 at a scale of Not to Scale.
| A | B | C | |
|---|---|---|---|
| a | 450 | 600 | 900 |
| b | 1400 | 1900 | 2800 |
| c | 300 | 400 | 600 |
| d | 500 | 700 | 1000 |
| e | 600 | 800 | 1200 |
| f | 4 | 5 | 8 |
| g | 12 | 15 | 24 |
| k | 50 | 65 | 100 |
| m | 75D | 100D | 150D |
| n | 46 | 65 | 92 |
| o | 150 | 230 | 300 |
| p | 200D | 260D | 400D |
| q | 325 | 427 | 650 |
| r | 45 | 60 | 90 |
| r 1 | 185 | 237 | 365 |
| r 2 | 220 | 297 | 445 |
| s | 40 | 60 | 80 |
| t | 75D | 100D | 150D |
| u | 45 | 53 | 90 |
| v | 120C | 160C | 240C |
| w | 60C | 80C | 120C |
| x | 45D | 60D | 90D |
| y | 40 | 54 | 80 |
| z | 45 | 53 | 90 |
| a 1 | 600 | 800 | 1200 |
| b 1 | 1550 | 2100 | 3100 |
| c 1 | 75 | 100 | 150 |
| r 3 | 75 | 100 | 150 |
| z w 7 9 v AM x AM q y 2 4 w v PM x PM Option 1* | z w 7 9 30 v AM x AM q y w 230 430 v PM x PM Option 2* | |
| z w 730 9 30 v AM x AM q y w 2 30 430 v PM x PM Option 3 | z w 730 9 v AM x AM q y w 2 30 430 v PM x PM Option 4* | |
| TYPICAL SCHOOL TIME SETOUT OPTIONS Colour Legend Notes: 1 * When times are to be expressed in whole hours the "00" minutes Black (legend) notation shall not be shown. 2. For times of operation refer to the QRSTUV: Guide to Speed Management. | ||
| SCHOOL ZONE TIMES OF OPERATION DETAILS | ||
| Department of Transport and Main Roads Infrastructure Management & Delivery Division | ISSUED AS OFFICIAL TRAFFIC SIGN 24/08/26 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) | R4-040-Q01 2 _ Page 2 of 3 |
| Designed RH 05/25 | Checked DJ 08/26 | Scale Not to Scale |
| A | B |
Table in words
- The sign shows typical school time setout options.
- The sign is issued as an official traffic sign on 24/08/26 by the Principal Engineer (Traffic Engineering Practice) with the number R4-040-Q01 2, page 2 of 3.
- The sign was designed by RH on 05/25 and checked by DJ on 08/26 at a scale of Not to Scale.
| a | k | m | n | o | p | k | c | 7 | 9 | e | f | AM | d | g | b | 2 | 4 | e | f | PM | d | c | A | B | C |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 400 | 535 | 800 | |||||||||||||||||||||||
| 330 | 440 | 660 | |||||||||||||||||||||||
| 25 | 33 | 50 | |||||||||||||||||||||||
| 45D | 60D | 90D | |||||||||||||||||||||||
| 75 | 100 | 150 | |||||||||||||||||||||||
| 120C | 160C | 240C | |||||||||||||||||||||||
| 40 | 54 | 80 | |||||||||||||||||||||||
| 24 | 33 | 48 | |||||||||||||||||||||||
| 110 | 147 | 220 | |||||||||||||||||||||||
| 30 | 40 | 60 | |||||||||||||||||||||||
| 42 | 56 | 84 | |||||||||||||||||||||||
| 170 | 226 | 340 |
SCHOOL ZONE TIMES OF OPERATION DETAILS
Department of Transport and Main Roads Infrastructure Management & Delivery Division
ISSUED AS OFFICIAL TRAFFIC SIGN 24/08/26 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)
R4-040-Q01 3 _ Page 3 of 3
Designed RH 05/25
Checked DJ 08/26
Scale Not to Scale
Colour Legend
| A | B | C | |
|---|---|---|---|
| a | 450 | 600 | 900 |
| b | 1400 | 1900 | 2800 |
| c | 300 | 400 | 600 |
| d | 500 | 700 | 1000 |
| e | 600 | 800 | 1200 |
| f | 4 | 5 | 8 |
| g | 12 | 15 | 24 |
| k | 20 | 27 | 40 |
| k 1 | 30 | 40 | 60 |
| m | 60D | 80D | 120D |
| n | 66 | 88 | 132 |
| o | 150 | 230 | 300 |
| p | 200D | 260D | 400D |
| q | 325 | 427 | 650 |
| r | 45 | 60 | 90 |
| r 1 | 185 | 237 | 365 |
| r 2 | 220 | 297 | 445 |
| s | 40 | 60 | 80 |
| t | 75D | 100D | 150D |
| u | 45 | 53 | 90 |
| v | 120C | 160C | 240C |
| w | 60C | 80C | 120C |
| x | 45D | 60D | 90D |
| y | 40 | 54 | 80 |
| z | 45 | 53 | 90 |
| a 1 | 600 | 800 | 1200 |
| b 1 | 1550 | 2100 | 3100 |
| c 1 | 75 | 100 | 150 |
| r 3 | 75 | 100 | 150 |
Table in words
- For column A, row a is 450, row b is 1400, row c is 300, row d is 500, row e is 600, row f is 4, row g is 12, row k is 20, row k 1 is 30, row m is 60D, row n is 66, row o is 150, row p is 200D, row q is 325, row r is 45, row r 1 is 185, row r 2 is 220, row s is 40, row t is 75D, row u is 45, row v is 120C, row w is 60C, row x is 45D, row y is 40, row z is 45, row a 1 is 600, row b 1 is 1550, row c 1 is 75 and row r 3 is 75.
- For column B, row a is 600, row b is 1900, row c is 400, row d is 700, row e is 800, row f is 5, row g is 15, row k is 27, row k 1 is 40, row m is 80D, row n is 88, row o is 230, row p is 260D, row q is 427, row r is 60, row r 1 is 237, row r 2 is 297, row s is 60, row t is 100D, row u is 53, row v is 160C, row w is 80C, row x is 60D, row y is 54, row z is 53, row a 1 is 800, row b 1 is 2100, row c 1 is 100 and row r 3 is 100.
- For column C, row a is 900, row b is 2800, row c is 600, row d is 1000, row e is 1200, row f is 8, row g is 24, row k is 40, row k 1 is 60, row m is 120D, row n is 132, row o is 300, row p is 400D, row q is 650, row r is 90, row r 1 is 365, row r 2 is 445, row s is 80, row t is 150D, row u is 90, row v is 240C, row w is 120C, row x is 90D, row y is 80, row z is 90, row a 1 is 1200, row b 1 is 3100, row c 1 is 150 and row r 3 is 150.
SCHOOL ZONE SPEED LIMIT (DOUBLE ARROW)
Department of Transport and Main Roads Infrastructure Management & Delivery Division
ISSUED AS OFFICIAL TRAFFIC SIGN 24/08/26 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)
R4-040-Q02 1 _ Page 1 of 4
Designed RH 05/25
Checked DJ 08/26
Scale Not to Scale
Colour Legend
| A | B | C | |
|---|---|---|---|
| a | 450 | 600 | 900 |
| b | 1400 | 1900 | 2800 |
| c | 300 | 400 | 600 |
| d | 500 | 700 | 1000 |
| e | 600 | 800 | 1200 |
| f | 4 | 5 | 8 |
| g | 12 | 15 | 24 |
| k | 20 | 27 | 40 |
| k1 | 30 | 40 | 60 |
| m | 60D | 80D | 120D |
| n | 66 | 88 | 132 |
| o | 150 | 230 | 300 |
| p | 200D | 260D | 400D |
| q | 245 | 327 | 490 |
| r | 45 | 60 | 90 |
| r 1 | 185 | 237 | 365 |
| r 2 | 220 | 297 | 445 |
| s | 40 | 53 | 80 |
| s 1 | 120 | 160 | 240 |
| t | 75D | 100D | 150D |
| u | 45 | 60 | 90 |
| v | 120C | 160C | 240C |
| w | 60C | 80C | 120C |
| x | 45D | 60D | 90D |
| y | 40 | 54 | 80 |
| z | 125 | 167 | 250 |
| a 1 | 600 | 800 | 1200 |
| b 1 | 1550 | 2100 | 3100 |
| c 1 | 75 | 100 | 150 |
| r 3 | 75 | 100 | 150 |
SCHOOL ZONE · SCHOOL DAYS · AM · PM · Colour Legend · Class 400 retroreflective white · Class 400 retroreflective red · Black · Class 400 retroreflective fluorescent yellow green · Class 400 retroreflective fluorescent orange (target board edge strip)
Department of Transport and Main Roads Infrastructure Management & Delivery Division ISSUED AS OFFICIAL TRAFFIC SIGN 24/08/26 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) R4-040-Q02 2 _ Page 2 of 4 Designed RH 05/25 Checked DJ 08/26 Scale Not to Scale
| Option 1* | Option 2* | Option 3 | Option 4* | Option 5* |
|---|---|---|---|---|
| z w 7 9 v AM x AM q y 2 4 w v PM x PM | z w 7 9 30 v AM x AM q y w 230 430 v PM x PM | z w 730 9 30 v AM x AM q y w 2 30 430 v PM x PM | z w 730 9 v AM x AM q y w 2 30 430 v PM x PM | z q 7 4 v AM PM x AM PM |
Table in words
- Option 1*: z w 7 9 v AM x AM q y 2 4 w v PM x PM.
- Option 2*: z w 7 9 30 v AM x AM q y w 230 430 v PM x PM.
- Option 3: z w 730 9 30 v AM x AM q y w 2 30 430 v PM x PM.
- Option 4*: z w 730 9 v AM x AM q y w 2 30 430 v PM x PM.
- Option 5*: z q 7 4 v AM PM x AM PM.