traffic management for events uncontrolled traffic control diagram declaration the uncontrolled...

Traffic Management for Events Uncontrolled Traffic Control Diagram

Declaration

The uncontrolled traffic management diagrams(TCD) have been provided as a guide and assistance to event organisers in the preparation of a Traffic Control Diagram for Events. It is the user’s responsibility to verify that the TCD(s) satisfies the user’s requirements

All Traffic Management Plans and Traffic Control Diagrams for events must be prepared and endorsed by a person holding a current Main Roads accreditation in either Worksite Traffic Management (WTM) or Advanced Worksite Traffic Management (AWTM). Further information regarding Traffic Management Plan preparation, management and accreditation is provided in Section 7 and 10, Main Roads’ Traffic Management for Events Code of Practice.

Main Roads’ Traffic Management for Events Code of Practice is available from the Main Roads webiste www.mainroads.wa.gov.au (Using Roads > Road and Traffic Information >Traffic Management > Events)

To the extent permitted by law, Main Roads, its employees, agents, authors and contributors are not liable for any loss resulting from any action taken or reliance made by you on the information herein displayed. Main Roads hold no responsible as to the accuracy of the content and the suitability of the information been provided

It is the sole responsibility of the end user to ensure and verify the content provided is consistent with Main Roads’ Traffic Management for Events Code of Practice, current standards and best practice. For further information, please contact Main Roads’ Road Safety Policy Coordinator on (08) 9323 4110.

PREFACE


.

AMENDMENT / REVISION STATUS RECORD

Date Section / Page

Amendment / Revision Description

March 2011 Whole document

Relationship between Dimension ‘D’ and approach speed clarified


On Road Bicycle Race

Control at Regulatory Signed 4-Way Intersection -

- Right Turn from TCD BR01-1

- Right Turn or Straight Through from TCD BR02-1

- Left Turn from TCD BR03-1

- Left Turn from TCD BR04-1

- Straight Through on Major Road TCD BR05-1

Straight Through on Minor Road TCD BR06-1

Control at 3-Way Intersection -

- Right Turn from Continuing Road TCD BR07-1

- Right Turn from Terminating Road TCD BR08-1

- Left Turn from Continuing Road TCD BR09-1

- Left Turn from Terminating Road TCD BR10-1

Control at 4-Way Roundabout -

- Right Turn TCD BR11-1

- Left Turn TCD BR12-1

- Straight Through TCD BR13-1

Control at 3-Way Roundabout -

- Right Turn from Continuing Road TCD BR14-1

- Right Turn from Terminating Road TCD BR15-1

- Left Turn from Continuing Road TCD BR16-1

- Left Turn from Terminating Road TCD BR17-1

U-Turn on 2-Way Carriageway TCD BR18-1

On Road Race (Non Vehicular)

Control at 4-Way Intersection -

- Straight Through on TCD FR01-1

- Straight Through on TCD FR02-1

Off Road Race

Control at Shared Path Crossing -

- Straight Through on Shared Path TCD FR03-1

- Control at T Intersection Shared Path Crossing TCD FR04-1

Road Closure

Detour at 3-Way Intersection -

- Closure of TCD RC01-1

- Closure of TCD RC02-1

INDEX


15

m‘ D

’ m ‘D

’ m

BR01

1

1 2

FINALA4

(Refer Sheet 2 for Notes and Condition of Use) Not to Scale

(#) (#)

For Signed Controlled Intersection

‘D’ m otherwise ‘2D’ m For Signed Controlled Intersection

‘D’ m otherwise ‘2D’ m

Control at Regulatory Signed 4-way IntersectionRight Turn from Major Road

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e


Speed of Traffickm/h

Value of 'D'm

55 or less 15

56 to 65 45

Greater than 65 Equals speed of traffic, in Km/h

1.Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.

2.The maximum approach speed of traffic is 60 km/h.

3.Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook.

4. Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where conflict between pedestrians crossing minor leg and cyclists is likely to occur.

5.The traffic control signs shall be displayed only when the race event is in progress and all traffic control devices shall be removed immediately after the event.

6.Doubled-up signing is not required on roads with traffic volumes of 1 500 vpd or less.

7.This generic Traffic Control Diagram shall not be used for events other than that subject to the approval of the relevant authority unless specified otherwise.

8. Procedures for the implementation of this Traffic Control Diagram shall be document in the ‘Event’ specific Traffic Management Plan (TMP). Approval must be obtained from the relevant road authority prior to the implementation of the TMP.

9.Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be determined from Table 1 below.

Sign/Device

AS/MR Ref. Sign Dimension

(MM)

Qty

MR-TAW-30 1200 x 600 4

MR-TAW-27 900 x 600 2

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2

Stop/Slow Bat 450DIA 1

Traffic Cones 700 2

Sheet 2 - Notes and Conditions of Use to Diagram TCD BR01

Table1

SIGN AND DEVICE INVENTORY

Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 2

Key Reference Documents•Main Roads Western Australian Traffic Management for ‘Events’ and ‘Roadworks’ Code of Practice.•Australian Standards AS1742.3 – Traffic Control for Works on Roads.•Approved ‘Event’ Traffic Management Plan.•‘Event’ Risk and Emergency Plan.

(#)

Variation to Standards clause 9.3, Main Roads’ Traffic Management for Works on Roads Code of Practice. Event Symbolic Sign may be omitted subject to Road Authority Approval.

(#)


Control at Regulatory Signed 4-way IntersectionRight Turn from Minor Road

BR02

1

1 2

FINALA4

(Refer Sheet 2 for Notes and Condition of Use)

15

m1

5 m

‘D’ m

‘D’ m

‘D’ m

Not to Scale

(#) (#)

‘D’ m

‘D’ m

‘D’ m

(#)(#)

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e











10.Traffic controllers to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event course side road prior to the arrival of the event participants.

Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 5

MR-TAW-27 900 x 600 1

T1-34(A) 900 x 600 5

T1-18(A) 900 x 600 5


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at Regulatory Signed 4-way IntersectionLeft Turn from Major Road

1

1 2

FINALA4


2D

m

BR03

Not to Scale





Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e


1. Traffic control diagram must be read in conjunction with the Event Traffic Management Plan.

2.Traffic controllers/marshals and/or containment fencing to be used to control pedestrians where conflict between pedestrians crossing minor leg and cyclists is likely to occur.






Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

MR-TAW-27 900 x 600 4



Sign/Device


(MM)

Qty



Value of 'D'm

55 or less 15

56 to 65 45


Table1


Control at Regulatory Signed 4-Way IntersectionLeft Turn from Minor Road

1

1 2

FINALA4


15

m‘D

’ m

BR04

Not to Scale

(#)(#)

‘D’ m

Controlled Intersection


Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e











10.Traffic controller to bring to a stop all traffic and to assist in clearing all intersection traffic located on the event course side road prior to the arrival of the event participants.

Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 3

MR-TAW-27 900 x 600 1

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2


Traffic Cones 700 2



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 2



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Traffic Control at 4-Way IntersectionStraight Through on Major Road

1

1 2

FINALA4


‘D’ m

‘D’ m

15

m

‘D’ m

BR05

Not to Scale

(#) (#)

‘D’ m

‘D’ m

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e




3.Traffic Controller/s to be suitably accredited and comply with Main Roads’ Traffic Controller Handbook..




7.MR-TAW-28 (Runner) sign can be substituted with MR-TAW-29 (Wheelbarrow) sign or MR-TAW-31 (Pedestrian) sign as applicable.



Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

MR-TAW-28 900 x 600 2

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 2



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 2



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


15

m‘D

’ m

Control at Regulatory Signed 4-Way IntersectionStraight Through on Minor Road

1

1 2

FINAL


15

m‘D

’ m

BR06

Not to Scale

(#) (#)

(#)(#)

‘ D’ m

‘D’ m



Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e












Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 5

MR-TAW-27 900 x 600 1

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 3-Way IntersectionRight Turn from Continuing Road

1 2

FINAL


15

m‘D

’ m

BR07

1

Not to Scale

(#)(#)

‘D’ m



Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e











Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 3

MR-TAW-27 900 x 600 1

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2


Traffic Cones 700 2



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 2



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 3-Way IntersectionRight Turn from Terminating Road

1

1 2

FINAL


15

m1

5 m

‘D’ m

‘D’ m

BR08

Not to Scale

(#)(#)

(#) (#)

‘D’ m

‘ D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e












Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at Regulatory Signed 3-Way IntersectionLeft Turn from Continuing Road

1

1 2

FINALA4


2D

m

BR09

Not to Scale



Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e










Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 3

MR-TAW-27 900 x 600 3



Sign/Device


(MM)

Qty



Value of 'D'm

55 or less 15

56 to 65 45


Table1


Control at 3-Way IntersectionLeft Turn from Terminating Road

1

1 2

FINAL


15

m‘D

’ m

BR10

Not to Scale

(#)(#)

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e












Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 2

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2


Traffic Cones 700 2



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 2



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 4-Way RoundaboutLeft Turn

1

1 2

FINALA4


‘D’ m 2D m

‘D’ m

BR11

Not to Scale

(#)

(#)

(#) (#)

‘D’ m

‘D’ m

Insert North Point

Insert Road NameIn

sert

Roa

d N

ame










Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 6

MR-TAW-27 900 x 600 2

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 4-Way RoundaboutLeft Turn

1

1 2

FINALA4


‘D’ m 2D m

‘D’ m

BR12

Not to Scale

(#) (#)

(#)

(#)

‘D’ m

‘D’ m

Insert North Point

Insert Road NameIn

sert

Roa

d N

ame










Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 6

MR-TAW-27 900 x 600 2

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 4-Way RoundaboutStraight Through

1

1 2

FINALA4


‘D’ m 2D m

‘D’ m

BR13

Not to Scale

(#)

(#)

(#) (#)

‘D’ m

‘D’ m

Insert North Point

Insert Road NameIn

sert

Roa

d N

ame









8.Dimension of 'D' is the distance (in metres) equal to the speed limit in kilometres per hour or the average (85th percentile) approach speed of traffic where significantly different from the speed limit. The value of ‘D’ shall be determined from Table 1 below.

Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 6

MR-TAW-27 900 x 600 2

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 3-Way RoundaboutRight Turn from Continuing Road

1

1 2

FINALA4


‘D’ m

‘D’ m

BR14

Not to Scale

(#)(#)

(#)(#)

‘D’ m

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e










Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 3-Way RoundaboutRight Turn from Terminating Road

1

1 2

FINALA4


‘D’ m

‘2D

’ m

BR15

Not to Scale

(#)(#)

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e










Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

MR-TAW-27 900 x 600 2

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2


Traffic Cones 700 2



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 3-Way RoundaboutLeft Turn from Continuing Road

1

1 2

FINALA4


‘D’ m

BR16

Not to Scale

(#) (#)

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e










Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 2

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2


Traffic Cones 700 2



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at 3-Way RoundaboutLeft Turn from Terminating Road

1

1 2

FINALA4


‘D’ m

BR17

Not to Scale

(#)(#)

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e










Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 2

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2


Traffic Cones 700 2



Sign/Device


(MM)

Qty

MR-TAW-27 900 x 600 2



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


2D

m3

0 m

‘D’ m

8 t

raff

i c c

o ne

s

at

4 m

spa

cin

g's

U-Turn on Two-Way Carriageway

1

1 2

FINALA4


BR18

Not to Scale

‘D’ m

Insert North Point

Inse

rt R

oad

Nam

e





4.Additional traffic controllers/ marshals and/or containment fencing to be used to control pedestrians where conflict between pedestrians crossing minor leg and cyclists is likely to occur.






Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

MR-TAW-27 900 x 600 4

T1-34(A) 900 x 600 2

T1-18(A) 900 x 600 2


Traffic Cones 700 10



Sign/Device


(MM)

Qty



Value of 'D'm

55 or less 15

56 to 65 45


Table1


Traffic Control at 4-Way IntersectionStraight Through on Major Road

1

1 2

FINALA4


‘D’ m

‘D’ m

15

m

‘D’ m

FR01

Not to Scale

(#) (#)

‘D’ m

‘D’ m

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e











Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

MR-TAW-28 900 x 600 2

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 2

Sheet 2 - Notes and Conditions of Use to Diagram TCD FR01


Sign/Device


(MM)

Qty

MR-TAW-28 900 x 600 2



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at Regulatory Signed 4-Way IntersectionStraight Through on Minor Road

1

1 2

FINALA4


‘D’ m

‘D’ m

15

m‘D

’ m1

5 m

FR02

Not to Scale

(#) (#)

(#)(#)

‘D’ m

‘D’ m

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e












Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 5

MR-TAW-28 900 x 600 1

T1-34(A) 900 x 600 5

T1-18(A) 900 x 600 5


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-28 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at Shared Path CrossingStraight Through on Shared Path

1

1 2

FINALA4


‘D’ m

15

m‘D

’ m1

5 m

Shared Path

FR03

Not to Scale

‘D’ m

‘D’ m

(#) (#)

(#) (#)

Insert North Point

Inse

rt R

oad

Nam

e








7.MR-TAW-28 (Runner) sign can be substituted with MR-TAW-27 (Cyclist) sign, MR-TAW-29 (Wheelbarrow) sign or MR-TAW-31 (Pedestrian) sign as applicable.



Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 4

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-28 900 x 600 4



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Control at T-Intersection Shared Path CrossingStraight Through on Shared Path

1 2

FINALA4


‘D’ m

15

m

Shared Path

’D’ m

’D’ m

Distance not to exceed 50 m

FR04

1

Not to Scale

‘D’ m

’D’ m

’D’ m(#) (#)

(#)

(#)(#

)

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e




3.The maximum traffic volume on the continuing road is 5 000 vpd.

4.The maximum traffic volume on the terminating road is 1 500 vpd.







11. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be determined from Table 1 below.

Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 3

MR-TAW-34 1800 x 600 4

T1-34(A) 900 x 600 4

T1-18(A) 900 x 600 4


Traffic Cones 700 4



Sign/Device


(MM)

Qty

MR-TAW-28 900 x 600 6



Value of 'D'm

55 or less 15

56 to 65 45


Table1

(#)


(#)


Detour at 3-Way IntersectionClosure of Major Road

1 2

FINALA4


‘D’ m

‘ D’ m

Closed Road

‘Event in Progress’ sign shall be attached to the bottom of the Road Closed Sign (T2-4)

RC01

1

Not to Scale

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e




3.Marshal/s to be provided to move barricades as required to allow vehicle access to and from closed road for property owners, business proprietors, event participants, etc.

4.Appropriate reassurance and ‘End Detour’ signing shall be specified to supplement the detour arrangement shown.





9.Detour signs (T5-1)(L or R) to be located at intersection involving change in directions, to reassure and guide traffic along the route of the road detour. Route detour must be checked to verify suitable for use by the dominated vehicle type.

Sign/Device


(MM)

Qty

MR-TAW-30 1200 x 600 2

T1-6 1200 x 600 2

T5-1(L)(A) 1200 x 300 2+

T5-1(R)(A) 1200 x 300 2+

T2-4(A) 1800 x 300 1

MR-TP-19 1800 x 200 1

Sheet 2 - Notes and Conditions of Use to Diagram TCD RC01


Sign/Device


(MM)

Qty

Barricade 2+

T2-23(A) 1200 x 600 1



Value of 'D'm

55 or less 15

56 to 65 45


Table1


Detour at 3-Way IntersectionClosure of Minor Road

1 2

FINALA4


‘Event in Progress’ sign shall be attached to the bottom of the Road Closed Sign (T2-4)

RC02

1

Not to Scale

‘D’ m

‘D’ m

‘D’ m

‘D’ m

Insert North Point

Insert Road Name

Inse

rt R

oad

Nam

e



2.The maximum traffic volume on the continuing road is 5 000 vpd.

3.The maximum traffic volume on the terminating road is 1 500 vpd.

4.Marshal/s to be provided to move barricades as required to allow vehicle access to and from closed road for property owners, business proprietors, event participants, etc.

5.Appropriate reassurance and ‘End Detour’ signing shall be specified to supplement the detour arrangement shown.


7. Dimension 'D' as shown in the diagram relates to the approach speed of traffic at which 85% of the traffic is travelling as observed in accordance with Section 4.1.5(a) and Figure 4.2, AS1742.3. The value of ‘D’ shall be determined from Table 1 below.

Sign/Device


(MM)

Qty

T2-4(A) 1800 x 300 1

MR-TAW-34 1800 x 2600 4

T1-32(A) 1800 x 200 4

MR-TP-19 1800 x 200 1

T5-1(L)(A) 1200 x 300 1

T5-1(R)(A) 1200 x 300 1

Sheet 2 - Notes and Conditions of Use to Diagram TCD RC02


Sign/Device


(MM)

Qty

G9-40-2(A) Barricade 1

Barricade Barricade 2+



Value of 'D'm

55 or less 15

56 to 65 45


Table1

traffic management for events uncontrolled traffic control diagram declaration the uncontrolled...

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