Maintaining & Renewing Sealed Pavements under the ONRC

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Case Study Maintaining & Renewing Sealed Pavements under the ONRC Initiative number 2015_04 May 2015 Maintaining & Renewing Sealed Pavements under the ONRC May 2015

Version No Date Item Affected Description of Change 1 Document Created 2 Final Maintaining & Renewing Sealed Pavements under the ONRC May 2015

Executive Summary This paper describes an approach to managing sealed pavements under the ONRC customer levels of service framework. The paper describes the intervention framework required for this: intervene to correct a service level deficit, and only earlier for least whole of life cost reasons, noting that strict application of this will deliver service levels targeted, but with a reduced condition of assets where these have been unnecessarily high. The paper describes a pragmatic approach to delivering targeted service levels and continued efficiency gains through a continual improvement process. Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 1

Table of Contents Executive Summary... 1 Introduction... 2 1. Case study... 3 2. Recommendations... 3 3. Service goals guiding pavement asset management... 4 4. Management Framework... 5 5. Intervention Framework... 6 6. Continual improvement... 8 Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 1

Introduction Project Outline Project Name: Project Location: Project Objectives: Length: Traffic Volume: Supplier(s): Project Stage: Value: (cost savings) Maintaining & renewing Sealed pavements under the ONRC To provide guidance on an approach to asset management of pavements under a customer levels of service framework Scope of Work: Environment: Constraints: Project commenced: Key Issues: Project Team Name Organisation / Role Contact Details (Email and Telephone) David Darwin Transport Agency, Outcome Delivery Manager Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 2

1. Case study The customer focussed service levels of the ONRC require a modified approach to traditional asset management if they are to be delivered effectively and efficiently. This is because they focus effort on customers and outcomes and not on outputs, requiring outputs be sufficiently provided to minimise long term life cycle costs and meet service level targets. This approach requires that there is good understanding of the link between outputs and service levels. However, this link is often incompletely understood, and varies across different circumstances. This means there are no generally applicable detailed processes that optimise effectiveness and efficiency in all circumstances. The general approaches require tuning for each situation. One of the key recommendations of the Road Maintenance Task Force was that feedback loops between past performance, lessons learnt and future planning and action should be strengthened. Systemising this in a continual improvement process implements this recommendation, and also provides a method for tuning asset management approaches for each network. This paper describes this approach. 2. Recommendations Specific Recommendations Asset managers should review their asset lifecycle management plans, and intervention strategies to align with the customer service levels of the ONRC. Asset managers should systematically implement a continual improvement process to deliberately, and credibly improve the effectiveness and efficiency of their asset management processes used in their networks. Suggested Action to be Taken Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 3

3. Service goals guiding pavement asset management This paper is focussed on the provision of pavements, and not on management of their effective capacity, nor on demand and capacity mismatches. Pavements are provided, maintained and renewed primarily to provide access for transport at the least long term cost. They must also be safe, and comfortable to use at their operating speeds. Because we maintain pavements in good condition it is easy to forget that access along unformed roads was once ineffective in some conditions. The One Network Road Classification framework has customer levels of service related to: 1. Effective access 2. Pavement safety 3. Ride comfort, and 4. Cost effective provision. The level of service targets and performance measures essentially require that there should be no pavement defects that, at the operating speed : Impede access Are unsafe Are uncomfortable and that Maintenance and renewal of the surface and pavement should be cost effective and efficient. Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 4

4. Management Framework There are four aspects to managing pavements that should be evident in an AMP or pavement lifecycle management plan, as shown in the figure and described following it. 1. Develop AMP pavement lifecycle management plan Produce a lifecycle management plan for pavements that has an intervention framework describing how and when to implement repairs and renewals works that are required to deliver customer services at the targeted level. Use the framework to plan the programmes of work and set targets for the works and programme as a whole. The intervention framework should describe: When to repair defects to restore performance When to implement preventive treatments to reduce future works When to select a renewal treatment rather than continued maintenance, and what scope and type it should be 2. Implement AMP pavement lifecycle management plan Repair defects and renew road surfaces and pavements using the intervention framework implementing the planned works programmes 3. Measure and monit or t he effect iveness of t he lifecycle management plan Measure and monitor the achievement, condition and performance of pavements, intervention decisions, repairs and renewal works, including: Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 5

Identify service faults, measure and reports achievement of customer service level targets Identify condition defects, measure and report asset condition Analyse and report on the effectiveness of interventions, and their cost 4. Modify t he lifecycle management plan Review the intervention framework, and continually improve its effectiveness and efficiency: Considering learnings from performance measurement, peers, research etc. Modify the lifecycle management plan and intervention framework and implement the changes 5. Intervention Framework There are only two reasons to intervene with maintenance or renewal works: 1. When there is a service level or performance failure (or too great a risk that there will be one), e.g. effective access is not possible, or it is unsafe or it is excessively rough at the appropriate speed for each road, and 2. When it is cheaper in the long run to intervene with maintenance or renewal works before there is a performance failure. This is illustrated in the following diagram. Performance issue, e.g.: Condition issue, e.g.: Skid resistance too low Roughness too great Unsafe pothole Cracking Isolated scabbing Frequent repairs Assess significance Do nothing Assess cost efficiency of w orks Significant performance failure that must be addressed Select best intervention Implement w orks Cost effective to address defective condition in long term Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 6

This framework shows: 1. Significant performance, or customer service level failures, should be rectified 2. Other defects should be rectified when this is economical or represents the least life cycle cost treatment There is no justification to intervene simply because the condition of the surface or pavement has some blemishes and is not as new, we expect that older surface and pavements will show some signs of wear and tear, and will likely have been repaired in some way to some extent. Performance Issue materiality service level deficit or failure A performance issue exists when the infrastructure stops delivering its customer level of service target due to deterioration, or when the risk of this happening is too great. E.g. when the skid resistance of a road surface falls below its minimum target. The gap between the aspirational service levels and that currently targeted will be closed by capital or operational improvement programmes, e.g. an aspirational service level target may be a 4 star safety rating, whereas the current target may be maintaining safety at the current 2 star level including maintaining the skid resistance of the surface at the T10 level. This paper is about addressing service deficits or failures not service gaps. The performance failure is significant when the performance deficit has sufficient impact and priority to warrant intervention ahead of other calls on funds. Condition issue - cost efficiency of works The only reason to intervene before there is a performance failure is when it is cheaper to do this in the long run rather than do nothing and incur greater costs later. (i.e. why would we fix something that isn t broken, when its cheaper!) This will generally occur when infrastructure deteriorates and it becomes cheaper in the long term to: Implement preventive works, e.g. cracksealing, drainage works Repair defects while they are cheap and easy to repair, before they grow Renew a road surface or pavement, because this is cheaper than repairing an increasing number of future defects. Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 7

While in theory these decisions should all be based on least whole of life analysis we need to use a more pragmatic approach for the cheaper interventions. This involves: Condition based triggers backed by robust economic reasoning, measurement and review Economic analysis for more significant expenditure decisions The conventional Treatment Selection Algorithm in RAMM uses condition based triggers derived from assumptions about growth rates in maintenance needs, and an NPV analysis comparing the do-maintenance option with the do-reseal option. The TSA essentially determines whether a reseal is justified when the current amount of repairs and surface defects indicate that it is cheaper in the long term to resurface than to continue to repair an increasing number of defects in the near future. Examples of condition based triggers are: Defects worse than those in the visual rating guide Significant cracking in dense asphalt leading to crack sealing When a significant amount of repairs are forecast due to deteriorating condition, or when defects are large, you should consider whether it may be more economical to rectify these by a renewal rather than continue to repair defects as they occur. If pavement rehabilitation is an option then a robust NPV analysis should be undertaken to provide the robust evidence required for a high cost investment. A REG case study describes NPV analysis. 6. Continual improvement 6.1. Need for Continual Improvement The management framework describe in section 4: Management Framework is a continual improvement framework. This is supported by the IIMM, and is a required element of an ISO 55000 Asset Management System. The pragmatic approach to condition issues in section 5: Intervention Framework using condition triggers will only be credible when the condition triggers are backed by robust reasoning, measurement and review, i.e. by a transparent continual improvement process. Without this all works will be open to the challenge that they are wasteful, or intervention is overly conservative, because an investor or third party will have no evidence to assess whether interventions are optimised to reflect the least life cycle cost or arbitrary. Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 8

6.2. Setting condition based triggers Condition based triggers are used to trigger: Preventive works, e.g. how bad and in what circumstances should we intervene with crack sealing Repair Works, e.g. how numerous, or large should each defect get before it (they) are repaired? Simple renewal works such as a reseal, but not generally rehabilitation. E.g. how much of the surface should be repaired, or defective to warrant a reseal? Condition based intervention triggers, and their basis should be documented or referenced in the lifecycle asset management plan. They should be implemented, and the outcomes measured and monitored. 6.3. Factors influencing an intervention framework Each asset management plan should set out the process and results of a periodic review of the effectiveness and efficiency of the intervention framework. This should use condition and performance metrics that reflect: Trends over time Comparisons with similar networks The outcomes of recent programmes against expectations. The periodic review should identify opportunities for improvement, and the actions that will be put in place to achieve these. The outcomes should be reflected in the lifecycle asset management plan. Trends and benchmarks mat t er Only one network will be the best at delivering targeted levels of service at the best long term cost, and the asset management of even that network can almost certainly be improved. Therefore the trend in the performance and cost of all networks is important as this indicates whether the management of both the best and all the other networks is continually improving. The potential for improvement is indicated by the gap between any network and the best, the greater the gap, the greater the effort that should be made to close it. Activities to close the gap should be included in the AMP improvement plan. Reviewing past performance and achievement s mat t ers t oo One good way to gain insight into how well asset management is delivering, and what the opportunities are for improvement is to review past practice and the impacts of this on the how cost effectively service have been delivered. This is a key recommendation of the Road Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 9

Maintenance Task Force, and an expected part of good Asset Management. Relevant information includes: Maintenance costs and condition defects on sites programmed for renewal next year Achieved lives of renewals vs expected lives set when works implemented Different t reat ment s perform different ly in different net works Because of different demand, topography, geology and weather different treatments perform differently in different networks. Similarly defects, such as cracking, affect pavements differently in different networks. This means that to a degree the condition of networks that reflect the optimum economic intervention point can vary between networks. Reviewing condit ion or performance t riggers on t he basis of experience The condition or intervention triggers should be reviewed and modified periodically on the basis of past performance so they continue to be: A useful efficient decision making tool Drive the required service levels Deliver cost effective treatments long term Scheduling reviews A review should be conducted: Before each NLTP submission is developed every three years so the proposed programmes reflect optimised lifecycle management plans and intervention strategies Whenever trend or benchmark data indicates an intervention framework is not delivering optimal results. Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 10

Review scope The expected scope of this review is shown in the attached table: Question Measure Issue Have the targeted customer levels of service been delivered? Have past deficits between customer service level targets and achievement been reducing Have service levels been delivered economically Has the efficiency of delivery improved Is the level of investment sustainable Have interventions been effective Comparison of sample of ONRC Performance Measures against classification targets Trend in the comparison of sample of ONRC Performance Measures against classification targets Comparison of pavement costs/lane km vs peer networks Trend in pavement costs/lane km Trend in condition metric Trend in repair and renewal costs Renewal costs / depreciation Trend in renewal cycle times Comparison of renewal cycles with those of peer networks Trend in performance triggered renewals / condition triggered renewals Lives achieved/design lives Investment level Under or over investment Opportunities to reduce cost or share learnings with others Effectiveness of previous improvement programmes Over consumption of condition, Condition better than needed Sustainable renewals programme wrong size Sustainable renewals programme wrong size Construction quality Treatment selection Construction quality Treatment selection Quality of design & materials e.g. skid resistance durability of chip Construction quality Treatment selection Timing or trigger of subsequent intervention Are interventions economic Renewal expense/ renewal quantity compared to peer networks Is procurement efficient Maintaining & Renewing Sealed Pavements under the ONRC May 2015 Page 11