Bicycle NSW - M4 Saddle Survey Notes

Notes Presented at the RTA Meeting on Wednesday 4-Mar-1998

In preparation for a meeting between Bicycle NSW and RTA officials at the RTA's Blacktown offices on Wednesday 4-Mar-1998, a saddle survey of conditions on the M4, from Concord Road to Wallgrove Road, was undertaken on Saturday, 28-Feb-1998 by Neil Tonkin, Leanne Rylands, and John Bignucolo of Bicycle NSW.

The prioritised list (shown below) of the survey's main points was presented to RTA officers as a summary of Bicycle NSW's concerns. The RTA officers present at the meeting were Mr Bernie Chellingworth, Mr Bruce Taggart - M4 Upgrading Project, Mr Brad Donaldson - RTA Bicycle Section.

Shoulder/Breakdown Lane Surface

The surface of the shoulder/breakdown lane should be of the same quality as the rest of the carriageway. The top asphalt wearing course should be extended over the entire carriageway.

There should be no drop off from the traffic lane to the shoulder. West of the Prospect Service Centre, the drop off is approx 60mm. In fact, any drop off is dangerous.

The shoulder surface treatment east of Prospect (uneven scraped base layer covered with a light gravel coating) is substandard. It is much worse than the surface before the upgrade. The M4 is a clear example of the RTA's ongoing failure to provide Smooth Sealed Shoulders.

Note that with bad shoulder conditions cyclists will continue to do what they are already doing, that is, ignore the shoulder completely and cycle in the left lane next to the white line.

Shoulder/Breakdown Lane Width

The shoulder is not 3.0m wide as promised and does not comply with Ausroads 14, especially since it is recognised by the RTA that motorists drive at 20km/h above the posted speed limit.

We measured shoulder widths of 1.4m and 2.4m. The shoulder is very narrow when travelling east under Coleman St.

The shoulder must be consistently wide to accommodate the frequent parking of vehicles in the breakdown lane. This is because of actual breakdowns and people often using mobile phones. These events occur regularly causing cyclists to enter the left hand motor traffic lane to avoid these vehicles.

Entrances and Exits

West of Prospect, the drop off from the traffic lane at exits results in dangerous and unsatisfactory conditions.

Ausroad 14 recommended shoulder widths must be provided at all entry and especially exits. The entrances and exits should all have shoulders marked. Vibraline to be extended at exits to bicycle crossing points.

Wide painted sections on the road where cyclists cross should be avoided. Stripes are safer for cyclists when the road is wet.

Grade separation needed, particularly at 2 lane exits (Church St).

Vibraline

Vibraline should be installed along the entire length of the M4.

Drainage Grates

Existing drainage grates are dangerous. All drainage grates should be replaced by cycle-friendly versions.

Drainage

Water collects on the shoulder next to the drop off. Water runs along the drop off and accumulates in pools on the shoulder. It does not run off the carriageway.

Maintenance Regime

The shoulder should be periodically swept on a multi-day or, at worst, weekly schedule. It must be cleared of debris and rubbish, such as pieces of wood, metal and packaging, that can cause a cyclist to crash, and of the glass, gravel and shredded truck tyres that cause frequent punctures. These punctures would not be tolerated by motorists and blowouts are dangerous. The debris is being generated by the motor vehicles using the M4, not by cyclists.

Signage

The M4 is designated on RTA Cycleways maps as an on-road route. There should be signage and painted logos on the road to indicate this fact.

Raised Pavement Markers

Should be on the traffic side of the edge line
John Bignucolo
Last modified: Mon Jul 20 10:25:24 EST 1998