Carriageway & Footway GRC
- Approach roads – we have a significant number of approach roads leading to many of our major roads in the Borough. Should this be added to our GRC R199b lengths?
- If you have better inventory data than that used in your R199b returns can you use this in the GRC spreadsheets instead?
For the same reason you should not use your own area of inventory in the GRC spreadsheet. Instead you should divide the area by your carriageway length (from the inventory) to obtain an average carriageway width. This width is then used in the GRC spreadsheets – but multiplied by the R199b lengths to obtain a ‘notional’ area (different from your actual inventory area).
- What carriageway width has been used in the default figures and does it include kerbs?
- Is it possible to have further information on the assumptions that have been made in arriving at the GRC figures used in the spreadsheet?
- What happens with slip roads in terms of the GRC figure?
- My R199B road length excludes de-trunked A roads. What should I do about this?
- Why was the Red/Amber/Yellow/Green approach for footpaths not adopted for carriageways?
When/ if LHAs know more about the condition of their footways, they will probably want to move away from RAYG approach.
- Independent footpaths – should we simply add these onto our Footways figure on the sheet?
If they are highways separated from a carriageway, you should include them. If they are just public rights of way, they don't fall under the Code.
That said, if they are metalled and you maintain them like your highway footways, I would be inclinedto say include them with footways since they then constitute a capital asset and the same argument applied to other PROW capital assets in 6.2.2 would apply.
- Can you explain why if we show Footways separately from Carriageways on the HAMFIG GRC spreadsheet there seems to be a significant difference in the summary valuations?
The other spreadsheet requires c/w data only; this is for use by authorities with incomplete f/w inventory. It estimates the footway inventory based on typical values and the authority's c/w inventory and provides an estimate of the footway inventory on which the GRC is based. This is only an estimate based on average values from a number of authorities which do have inventory data and it will therefore vary from the actual values of any given authority. If you have actual inventory for your footways, use that and calculate the f/w and c/w GRC's separately.
- Is footway strengthening taken into account in the default rates?
Street Lighting
- Should the GRC for street lighting include the connection charge?
TMS
- Is there a simple definition of the approach that should be taken to quantifying traffic signal assets.
In relation to approach, an authority with very detailed data might know exactly how many signal heads/poles/metres of ducting etc they have and be able to price accordingly. An authority with less detailed data might only know how many signalised junctions they have and might have to (initially at least) take a typical price based on a sample of junctions to quantify how many heads/poles etc there were in an average system.
As long asrates are consistent with the way in which the asset has beenquantified there is unlikely to be a material difference in the two approaches, especially not for GRC where the materiality of minor variations is likely to be low in any case.
- Should road crossings be included?
General
- How relevant is the Code to a non-highways authority?
Non-highway Footpaths (as opposed to footways) and non-highway cycle tracks are not included within the code, so even a highway authority does not need to include public rights of way or private permissive paths. On the other hand, if the cemetery is council owned and run, then the paths should be included as part of their property portfolio (and you might wish to use the code as a guide in valuing and managing these assets).
- Does the Code cover unadopted roads?
- Does the LA balance sheet need to be restated to take account of The Code requirements?
- What allowance is made for trees?
Structures
- What are.the precise definitions and significance of columns E ('Construction Form') and F ('Construction Material') in the GRC Structures Sheet?
General definitions for these are published elsewhere, not in the CIPFA code. The following references can be used:
- Management of Highway Structures: A Code of Practice
- Inspection Manual for Highway Structures
- In previous guidance used to calculate GRC for culverts, the area of concrete culverts was measured as the developed area of the roof, base and walls. i.e. 2x(span +height)xlength. Is this still the case or are both single and multi-cell culverts now measured by plan area (spanxlength)?
- There are rates in the spreadsheet for structures, are these default rates that can be used?
- One of the factors that is used to modify the basic cost relates to Environment Sensitivity. Is it intended that this factor should only apply when the bridge is in a specifically designated environmental protection area such as a SSSI or RAMSAR?
- Is there any guidance yet on Bridges and how we are to calculate depreciation for them?
- How are noise barriers accounted for?
- If you have a structure that you consider doesn’t fit with any of those listed e.g. a glass bridge what should you do?
- Should retaining walls of less than 1.5m high (supporting Carriageway) be included?
Life Cycle Planning
- Chapter 5 in the Code is recommending a life cycle plan for each component identified, with presumably straight line depreciation for each component with a finite life, and with cost of the maintenance activity for the remainder.
Question: are we to prepare life cycle plans for all Level 3 components in the dry run and 2012/13 for DRC? Or do we only prepare accounts for Level 2 components? / Go to the appropriate level of detail for the asset and what you know about its maintenance.
Simple lifecycle plans for all the assets should be produced first.
Start with the most valuable and work down the list in descending value.
Key Dates
- What is the effective valuation date?
- What is the deadline date for WGA returns?
- Is it possible to adopt a phased approach to implementation of the requirements in The Code? Similar to what has been allowed with property assets
- Accountants are seeking assurance that the figures provided to them are representative of the situation at year end. This is difficult as the SCANNER surveys are carried out earlier in the financial year and it is difficult to say what has happened in the months after the surveys are completed. Does this mean that we will need to carry out impairment reviews on the data from the SCANNER surveys?
Some defective areas of carriageway will have been repaired between the survey dates and the end of the year; but there will also be some areas which will have deteriorated. The annual depreciation figures from ukpms should be considered for two or three years against budgets first.
Supporting Materials
- How do we know the spreadsheets on the website are the latest? Would it be possible for an alert to be sent out when a new version of a spreadsheet is uploaded onto the CIPFA website?
New information can/will be notified on the HAMFIG website too.
- What date are the default rates in the spreadsheet based on. If this is at the beginning of the year has inflation been built into them?
They have been inflated to bring them up to 2010/11.
- Once the DRC figure has been arrived at how often is it to be reviewed? For example SCANNER surveys are carried out every year should a new DRC therefore be calculated or should the annual depreciation be deducted from the original DRC and the DRC re calculated after 5 years?
Carriageway annual depreciation should be calculated every year, using the relevant SCANNER data and the ukpms approach. The differences between years should be checked against the budget allocations for those years.
See section 7.3.2 which, in the early years, recommends re-running the initial DRC calculation annually rather than calculating subsequent DRC by the value of annual movements.
- Will there be a model to calculate depreciation on Carriageway and Footways for us to produce figures for the July deadline or will authorities have to decide on their own local depreciation methods?
Everyone should use the UKPMS method for carriageways and; footways should follow the general process set out in section 9.5 of the code.
- Para 4.3.6 of The Code refers to PFI and PPP assets. Further clarification is required as to whether PFI/PPP assets, both on and off balance sheet, are required to be valued in accordance with the Code for WGA purposes..
- When will the further guidance on Street Furniture be available?