| 3 | Relationship table | Administrative | Section 2.5.3 has been amended from 'accepted' to 'accepted with amendments'. |
| 2.5.3 | Amendment | Added options for increasing the spacing between a lane status sign and the start of a merge taper. Added option for including a distance plate with the lane status sign. Added text and figures explaining the 200 m zone following a speed limit change. Added reference to Section 2.5.9 when the speed of traffic is substantially different to the speed zone. |
| 4.8 | Amendment | Amended requirements in Item 5 for the QUEUED TRAFFIC AHEAD multi-message sign assembly configuration. The preferred location of the text panel is closest to traffic. Amended text in Item 7 to require adequate warning of the end of queue once traffic queues reach the estimated end of queue position. Also added some steps to follow when traffic queues approach the estimated end of queue position. To the 'Estimated end-of-queue position' text box, added options for determining the five-minute traffic counts and where to locate AADT data on state-controlled roads. |
| 5.5.1 | Amendment | To Table 5.5, using a temporary speed zone of less than 40 km/h, added 'unusually' to the first condition dot point and added a condition for when it is impractical to separate people walking or riding bikes from vehicular traffic in the work area. In the section 'Designing a speed limit', ― added a reference to Table 5.6 for when to use a speed limit AHEAD sign and when to duplicate the speed limit AHEAD sign on both sides of the road. ― clarified when to duplicate speed restriction signs on both sides of the road. ― clarified when to duplicate repeater speed restriction signs on both sides of the road. In the section 'Operational', added a reference to the 'Designing a speed limit' section for when to duplicate speed restriction signs. |
| 5.9.1 | Amendment | In the section 'Designing a taper', amended the requirements relating to tapers and proximity to intersections ― to 'merge' tapers only (in lieu of all tapers). ― amended requirements for Category 2 roads to only for the controlled leg on approach to an intersection. ― split the requirements for a Category 3 road into one dot point for ramps and intersections, and another dot point for the Category 3 main road and any ramps. |
| 5 | Relationship table | Administrative | Section 3.2 has been amended from 'accepted' to 'accepted with amendments'. New Section 5.4 and subsections added. New Section 6 created. New Section 6.1 and subsections added. New Section 6.2 and subsections added |
| 3.2 | Amendment | Added new short-term, low-impact sections to Table 3.1 ― Section 5.4, Short-term works outside of a traffic lane ― Section 6.1, Traffic investigations ― Section 6.2, Road lighting or signal works |
| 4.4.1 | Amendment | As this clause is about works 'in lane', the text in the previous version of QGTTM which included details for works not within a lane was removed. |
| 4.5.1 | Amendment | Figure number reference corrected from 4.4 to 4.5. As this clause is about works 'in lane', the text in the previous version of QGTTM which included details for works not within a lane was removed. |
| 5.4 | New | New section added for Short term works outside a traffic lane |
| 6.1 | New | New section added for Traffic investigations |
| 6.2 | New | New section added for Road lighting and signal works |
| 7 | Relationship table | Administrative | Section 2.7.4 has been amended from 'accepted' to 'accepted with amendments'. Section 2.9.2 has been amended from 'accepted' to 'accepted with amendments'. |
| 2.7.3 | Editorial | Remove 'are' from the first note to Figure 2.5 |
