November 2022#
| Part | Section | Change type | Description of change |
|---|---|---|---|
| 2 | Relationship table | Administrative | • New Section 3.3.6 added. • New Section 3.3.7 added. • New Section 3.3.8 added. • New Section 4.7.5 added. • Appendix A amended from 'Accepted' to 'Accepted with amendments'. |
| 3.3.4 | Amendment | • Added commentary on the implications for traffic queue lengths when using or exceeding the values in Table 3.5 for the length of single-lane operation under shuttle flow. | |
| Administrative | • Added a title for the subsection Other traffic assessment elements – Lane widths | ||
| 3.3.6 | New | • Added a new section referencing Technical Specification MRTS02 Provision for Traffic for the speed management plan to be part of the Traffic Management Plan (TMP) process. | |
| 3.3.7 | New | • Added a new section referencing MRTS02 for planned speed enforcement to be part of the TMP process. | |
| 3.3.8 | New | • Added a new section referencing MRTS02 for the end-of-queue treatment options to be part of the TMP process. | |
| 4.7.5 | New | • Added a new section for documenting the speed management plan, speed enforcement and end-of-queue treatments to the checklist for the TMP. | |
| 3 | Relationship table | Administrative | • New Section 4.8.3 added. • New Section 5.5.4 added. • Section 5.9.2 amended from 'Accepted' to 'Accepted with amendments'. • Section 5.10.2 amended from 'Accepted' to 'Accepted with amendments'. |
| 2.5.3 | Amendment | • Clarified the requirements for duplicating signs on multi-lane roads and also on high-volume roads. | |
| 4.8 | Amendment | • Added a new Item 10 for the end-of-queue treatment options reference and deleted the old paragraph reference. • Added guidance on the standard vehicle sizes used for calculating queue lengths in Table 4.3 and advice for roads with vehicles which differ from these standard sizes. • Clarified with a note to Figures 4.4, 4.5 and 4.6, that the advance warning signs for a traffic control station are not required on both sides of the road, with the duplication requirements to be in accordance with Section 2.5.3 or Section 5.5.1 for speed signs. | |
| 4.8.3 | New | • Added a new section for end-of-queue protection. | |
| 5.4.4 | Amendment | • Added commentary on the implications for traffic queue lengths when using or exceeding the values in Table 5.4 for the length of single-lane operation under shuttle flow. |
Table in words
- In Part 2, the Relationship table was changed as Administrative: New Section 3.3.6 added.
- In Part 2, the Relationship table was changed as Administrative: New Section 3.3.7 added.
- In Part 2, the Relationship table was changed as Administrative: New Section 3.3.8 added.
- In Part 2, the Relationship table was changed as Administrative: New Section 4.7.5 added.
- In Part 2, the Relationship table was changed as Administrative: Appendix A amended from 'Accepted' to 'Accepted with amendments'.
- In Part 2, Section 3.3.4 was changed as Amendment: Added commentary on the implications for traffic queue lengths when using or exceeding the values in Table 3.5 for the length of single-lane operation under shuttle flow.
- In Part 2, Section 3.3.4 was changed as Administrative: Added a title for the subsection Other traffic assessment elements – Lane widths
- In Part 2, Section 3.3.6 was changed as New: Added a new section referencing Technical Specification MRTS02 Provision for Traffic for the speed management plan to be part of the Traffic Management Plan (TMP) process.
- In Part 2, Section 3.3.7 was changed as New: Added a new section referencing MRTS02 for planned speed enforcement to be part of the TMP process.
- In Part 2, Section 3.3.8 was changed as New: Added a new section referencing MRTS02 for the end-of-queue treatment options to be part of the TMP process.
- In Part 2, Section 4.7.5 was changed as New: Added a new section for documenting the speed management plan, speed enforcement and end-of-queue treatments to the checklist for the TMP.
- In Part 3, the Relationship table was changed as Administrative: New Section 4.8.3 added.
- In Part 3, the Relationship table was changed as Administrative: New Section 5.5.4 added.
- In Part 3, the Relationship table was changed as Administrative: Section 5.9.2 amended from 'Accepted' to 'Accepted with amendments'.
- In Part 3, the Relationship table was changed as Administrative: Section 5.10.2 amended from 'Accepted' to 'Accepted with amendments'.
- In Part 3, Section 2.5.3 was changed as Amendment: Clarified the requirements for duplicating signs on multi-lane roads and also on high-volume roads.
- In Part 3, Section 4.8 was changed as Amendment: Added a new Item 10 for the end-of-queue treatment options reference and deleted the old paragraph reference.
- In Part 3, Section 4.8 was changed as Amendment: Added guidance on the standard vehicle sizes used for calculating queue lengths in Table 4.3 and advice for roads with vehicles which differ from these standard sizes.
- In Part 3, Section 4.8 was changed as Amendment: Clarified with a note to Figures 4.4, 4.5 and 4.6, that the advance warning signs for a traffic control station are not required on both sides of the road, with the duplication requirements to be in accordance with Section 2.5.3 or Section 5.5.1 for speed signs.
- In Part 3, Section 4.8.3 was changed as New: Added a new section for end-of-queue protection.
- In Part 3, Section 5.4.4 was changed as Amendment: Added commentary on the implications for traffic queue lengths when using or exceeding the values in Table 5.4 for the length of single-lane operation under shuttle flow.
| Part | Section | Change type | Description of change |
|---|---|---|---|
| 5.5.4 | New | • Added a new section for speed enforcement. | |
| 5.9.1 | Amendment | • Provided further clarification on the location requirements for merge tapers near intersections including on approach and departure, and on both the controlled and uncontrolled legs. • Added tapers shall not be implemented across an intersection. | |
| 5.9.2 | Amendment | • Added requirements for chicanes when using shuttle flow, and a new figure. | |
| 5.10.2 | Amendment | • Added a reference for the illumination requirements for traffic control stations when operating at night. | |
| 6.7 | Amendment | • Added guidance on the level of illumination required for night works. | |
| 5 | Relationship table | Administrative | • Section 3.1 amended from 'Accepted' to 'Accepted with amendments'. • Section 4.5.2 amended from 'Accepted' to 'Accepted with amendments'. |
| 3.1 | Amendment | • Clarified in Queensland the short-term low-impact treatments may be used on Category 3 roads. | |
| 4.2.2 | Amendment | • Clarified the sight distance requirements to the vehicle-mounted warning device. | |
| 4.5.2 | Amendment | • Clarified the sight distance requirements to the vehicle-mounted warning device. | |
| 5.1.3 | Amendment | • Added guidance for when a Workman (symbolic) sign may be omitted when using Section 5.1 for works outside a traffic lane. | |
| 7 | Relationship table | Administrative | • Section 2.4.3 amended from 'Accepted' to 'Accepted with amendments'. |
| 2.4.3 | Amendment | • Adjusted the dot point to include the devices which are required for traffic control. | |
| 2.7.3 | Amendment | • Clarified that the dot point about a traffic controller changing position does not apply when using portable traffic control devices (PTCDs). • Deleted the note to Figure 2.5 about duplicating signs, and clarified that the advance warning signs for a traffic control station may be duplicated in accordance with Section 2.5.3 or Section 5.5.1 for speed signs. |
Table in words
- In Part 3, Section 5.5.4 was changed as New: Added a new section for speed enforcement.
- In Part 3, Section 5.9.1 was changed as Amendment: Provided further clarification on the location requirements for merge tapers near intersections including on approach and departure, and on both the controlled and uncontrolled legs.
- In Part 3, Section 5.9.1 was changed as Amendment: Added tapers shall not be implemented across an intersection.
- In Part 3, Section 5.9.2 was changed as Amendment: Added requirements for chicanes when using shuttle flow, and a new figure.
- In Part 3, Section 5.10.2 was changed as Amendment: Added a reference for the illumination requirements for traffic control stations when operating at night.
- In Part 3, Section 6.7 was changed as Amendment: Added guidance on the level of illumination required for night works.
- In Part 5, the Relationship table was changed as Administrative: Section 3.1 amended from 'Accepted' to 'Accepted with amendments'.
- In Part 5, the Relationship table was changed as Administrative: Section 4.5.2 amended from 'Accepted' to 'Accepted with amendments'.
- In Part 5, Section 3.1 was changed as Amendment: Clarified in Queensland the short-term low-impact treatments may be used on Category 3 roads.
- In Part 5, Section 4.2.2 was changed as Amendment: Clarified the sight distance requirements to the vehicle-mounted warning device.
- In Part 5, Section 4.5.2 was changed as Amendment: Clarified the sight distance requirements to the vehicle-mounted warning device.
- In Part 5, Section 5.1.3 was changed as Amendment: Added guidance for when a Workman (symbolic) sign may be omitted when using Section 5.1 for works outside a traffic lane.
- In Part 7, the Relationship table was changed as Administrative: Section 2.4.3 amended from 'Accepted' to 'Accepted with amendments'.
- In Part 7, Section 2.4.3 was changed as Amendment: Adjusted the dot point to include the devices which are required for traffic control.
- In Part 7, Section 2.7.3 was changed as Amendment: Clarified that the dot point about a traffic controller changing position does not apply when using portable traffic control devices (PTCDs).
- In Part 7, Section 2.7.3 was changed as Amendment: Deleted the note to Figure 2.5 about duplicating signs, and clarified that the advance warning signs for a traffic control station may be duplicated in accordance with Section 2.5.3 or Section 5.5.1 for speed signs.