66 The decision by the second defendant to effectively ignore an experienced and trained highway patrol officer, who had first-hand knowledge of accidents at the site, and the reasons for that decision, were explored to considerable effect by the plaintiff. Mr Benedetti appears to have relied solely upon his visual inspection of the pavement condition at the site. Whilst he acknowledged that he had made a note at the time of the inspection to check the RTA road geometry survey (RGDAS) relating to the site, there was no evidence that he had done so; in fact, in response to the question in cross-examination, "so the RGDAS was not checked as far as you know, is that right?", Mr Benedetti answered "that's right."
67 Mr Benedetti inspected the second defendant's crash database, which disclosed two accidents of low severity over a five-year period, and placed "very little" weight on Sen Constable Charlton's submission. Mr Benedetti went further and proffered the view that "police information [was] often unreliable if it is not in ... an objective format" in terms of the correct location of the accident site. Yet, Sen Const Charlton had accurately identified the site and Mr Benedetti conceded that he had no reason to think that Sen Const Charlton was wrong about the number of vehicle accidents. Ultimately, Mr Benedetti considered that Sen Const Charlton's information was not "objective".
68 Given that the second defendant's database derives from police sources and given that inaccuracies in police reports could be replicated in the RTA database, it is difficult to understand why Mr Benedetti relied on the latter database in preference to speaking to Sen Const Charlton directly. He made no attempt to do so. Mr Benedetti knew of the availability of SCRIM data but did not access it, because he had "inspected the site and all the evidence suggested that the pavement was fine." Astonishingly, Mr Benedetti agreed that, had he known the SCRIM readings for the site were unsatisfactory, his opinion would have altered. Therein lies eloquent proof of the latent nature of the defect in the road surface.
69 On 30 June 2000, Sergeant Hegarty made an entry in the COPS database relating to an accident at Heggo's corner on that day. The entry notes that "the corner has been recorded by police as a black spot within the Ulladulla patrol. Council and the RTA have been notified due to the slippery surface and negative camber. I am of the opinion that these factors are a contributory factor to the accident and no action should be taken against the driver."
70 The inherent risk posed by the road surface at Heggo's corner emerged again at the Shoalhaven Traffic Committee meeting of 21 November 2000. On that occasion, Senior Constable Bateup referred a request from Senior Constable Hawkshaw of the Shoalhaven Highway Patrol at Ulladulla for consideration to be given to reducing the speed limit on a section of the Princes Highway, incorporating Heggo's corner, to 80 kph. Sen Const Hawkshaw's submission was not prompted in particular by the fatality at Heggo's corner on 6 November 2000. It was recommended that the second defendant be requested to review the speed zoning on that section of the Princes Highway, review all advisory and warning signage, and ensure that all appropriate signage was installed.
71 On 30 November 2000, the fatality at Heggo's corner on 6 November prompted Mr Green, an officer of the second defendant, to contact Ms Lyster, the second defendant's Area Maintenance Manager for part of the southern region of NSW. The exchange of information between them was part of a routine system adopted by the second defendant for the investigation of fatalities. Mr Green asked for the SCRIM results for the site. Ms Lyster acknowledged Mr Green's e-mail on 4 December 2000, informing him that she had the "results for the area, and they aren't good. We will plan some resurfacing soon (i.e. before the end of summer) to reduce the risks and increase the skid resistance."
72 On 6 December 2000 Ms Lyster sent an e-mail, marked "high" priority, attaching a work request for a reseal at "Wet Hill" where there was "a skid resistance problem". Ms Lyster indicated that the work should be carried out before Christmas "if possible". On 11 December 2000 Mr Green responded "I think there is more complex geometric problems with these curves and would also like the existing pavement super transitions and curve radii geometry looked (sic) by RGDAS analysis I realise it is a matter of urgency and hope to have answers within the week?" The next day, Mr Green was informed that the RGDAS analysis was complete.
73 As a result of these investigations, it was determined to defer resealing at Heggo's corner, "pending the approval to undertake curve improvement works financed through traffic section." It appears that in the course of Mr Green's inquiries, he had indicated that the installation of permanent "slippery surface" signs was desirable, but other officers of the second defendant determined that the temporary signs at the site were sufficient. (see Appendix 2, Jamieson report 17/8/04, Ex A ; Ex 13) Ultimately, it was determined that, whatever problems arose from the geometry of the road, they did not apply to the curve where the plaintiff's vehicle lost traction. Accordingly, a sprayed bitumen reseal was carried out in April 2001 in order to increase skid resistance and the speed limit was reduced to 80 kph.
74 Much of Ms Lyster's evidence and the evidence of Ms Parrott, Manager of the Planning and Analysis Section of the second defendant in the Wollongong office, was concerned with refuting the proposition that the second defendant was on notice in 1999 of any accident history at the site which might have required further detailed investigation of the site, including reference to the SCRIM data. It is not necessary to outline the limitations of the second defendant's accident database (of which there were many), in view of the fact that it was primarily used as a tool in longterm budgeting and financial planning, not for the purposes of identifying "black spots" on the State's roads.
75 However, that evidence had no substantial bearing upon the fact that officers of the second defendant knew in early 1999 that Heggo's corner (or "Wet Hill" as it was known to them) was considered by local police and regular users of the road as dangerously slippery, and that the SCRIM data, collected by the second defendant, supported that view. The fact that the SCRIM data was described in the course of the evidence from the second defendant's witnesses as a "reactive tool" does little or nothing to excuse the second defendant from failing to have regard to it, when other information suggested that it may be significant.
76 Mr Fishburn agreed that the purpose of SRIM testing was to enable the second defendant to identify sites with an elevated risk of motor vehicle accidents. Moreover, Mr Fishburn acknowledged that, had the second defendant investigated the site in accordance with its own guide (par 34), that investigation would have revealed the fact that the accident rate was higher than RTA guidelines.
77 From the resources perspective, the funds available for resurfacing were devoted to cyclical maintenance, not to identified "black spots". Inadequate skid resistance had to be brought to the attention of the Asset Section by the Road Safety Section (which was responsible for funding and analysing SCRIM data). Then and only then would funds be found for re-surfacing a section of road not otherwise on the works programme. (Ex 13) The second defendant maintains that was what occurred and at the earliest practicable time. It is submitted that the second defendant discharged its responsibility within the constraints imposed by the need to allocate finite resources to a very large network of roads within the region.
78 The second defendant's resources argument does not explain why the inadequate SCRIM readings for Heggo's corner were not identified by the Road Safety Section and brought to the attention of the Asset Section at any time after February 1999. Even if the readings in 1997 excited no interest, the combination of the representations to the Shoalhaven Traffic Committee and the SCRIM readings in 1999 required more serious attention than they received. In my view, the second defendant did not properly exercise its functions in all of the circumstances.
79 In any event, there were several basic and inexpensive tools available to the second defendant to address the identified risk, none of which called for the significant expenditure of resources. Ms Lyster agreed that permanent warning signs and reduction in the prevailing speed limit were relatively simple measures that could have been adopted. They were in fact adopted after the plaintiff's accident, although that cannot of itself give rise to or affect liability on the part of the second defendant (s 5C Civil Liability Act).
Breach of the Duty of Care