Let’s start with an essential question:
tracktype tag be?- It should be deprecated, existing tags are sufficient
- It should be deprecated in favour of new tags, each representing its different criteria independently
- It can continue to be used, but it needs a major redefinition (e.g. dropping some criteria and selecting dominant ones)
- It can continue to be used with minor changes (e.g. aligning criteria that mostly give similar results)
- It can continue as is, no changes are needed
If you chose “no changes are needed”, please ignore the rest of this poll.
The recent discussions allow us to better describe how tracktype has been used and what the current data might be capturing. The rest of this poll, however, is an attempt at improving how the wiki prescribes its use for future mapping and review of existing data. For the next 24 questions, I tried to avoid terms that caused confusion in discussions, a sign that these terms may not be understood equally by all. Instead, I tried to decompose them into less abstract descriptions, aiming at eventually better defining the abstract terms. Though long, despite my best efforts, this poll is by no means necessarily complete, and some options might still need clarification. Given its apparently irreducible complexity, a follow-up will likely be needed to address any issues. Here we go:
tracktype value, how relative should the mappers’ assessment be?- They should apply a fixed standard regardless of what tracks in the area look like
- They should apply a relative standard based on what tracks in the area typically look like
- It depends; it may be something like fixed standard for material composition and engineering, and relative standard for overall condition
tracktype values become?- Ideally it should be uniform globally: the grades in one country should be comparable to the grades in another country; the resulting distribution will naturally vary by region, reflecting their real differences
- The grades should be adapted to local variation;
grade5in one region may be similar tograde3in another; the resulting distribution will tend to be more uniform within each country - It should accommodate some local variation relative to a desirable global standard, within some limits
- It should drift freely, no need for inter-regional compatibility
- Slowly, as possible and as needed
- Quickly, count me in!
tracktype be based on characteristics easily verifiable by other mappers?- Solely
- Mostly
- Partially
- Not necessarily
tracktype be over time?- They should typically vary slowly
- They can vary at any rate
- It depends on the characteristic, more variable characteristics may be interpreted less strictly by the mapper
tracktype be weighted?- Approximately averaging all criteria; for example, a compacted road (
grade2) covered by grass (grade4or worse) would be mapped asgrade3 - Choosing the criterion producing the best grade (
grade2in the example) - Choosing the criterion producing the worst grade (
grade4or worse in the example) - Defining an order for the criteria, continue the next criterion only if the previous criteria don’t narrow down to a single grade value
- Setting specific rules for deciding which criterion dominates in each situation
tracktypeshould reflect the worst conditionstracktypeshould reflect the typical conditions,tracktype:seasonalandtracktype:conditionalshould reflect worst/variable conditions
tracktype should reflect the typical conditions, how should the typical conditions be determined?- Recording the result of multiple surveys
- With a single survey under apparently typical conditions, assuming it reflects a mostly stable condition, with no follow-up required
tracktype value or for tracktype:seasonal and tracktype:conditional)?- By surveying during these (worst/variable) conditions
- By inference while surveying under typical conditions
- Using alternative sources (local news, word of mouth, community input)
tracktype, should mappers drive, walk or cycle on the track first?- Yes, interacting with it is a must
- Interaction is preferable but not required
- Not necessarily, observation is sufficient
- Wheel tracks
- Center strip
- Edges
tracktypeshould represent the worst parttracktypeshould represent an average condition over these parts
tracktype?- It should reflect the average for each section between intersections
- It should reflect the worst value for each section between intersections
- The track should be split along major changes affecting
tracktype, as long as those changes are fixed or predictable
grade1 still be associated only with the paved surface types (asphalt, concrete, chipseal)?- Yes
- No
grade2 still be associated only with imported or engineered material (gravel, compacted, fine_gravel)?- Yes
- No
grade3 and grade4 have no strong anchors and can only fully be addressed in a follow-up once the criteria questions have been answered.
grade5 still be associated only with completely unimproved natural surfaces (no imported material, no engineering work, e.g. natural bedrock)?- Yes
- No
highway classification is?- Yes, lower grades branch off from higher grades topologically;
grade3should connect tograde2or better on at least one end, andgrade3should not be completely surrounded bygrade4or worse - No, grades can be spatially arranged freely
tracktype, which vehicles or modes of transport should be the reference? Select all you think apply. If you think mappers shouldn’t consider this directly, rather treat it a consequence of other characteristics, you can express that in the last question of this poll.- Agricultural machinery
- Trucks
- Loaded logging trucks
- Standard passenger cars
- High-clearance vehicles
- 4WD vehicles
- Motorcycles
- Standard bicycles
- Mountain bikes
- Horses
- Loaded carriages
- Walking
This last part of the poll has many criteria to select from. The first three lists are about acceptance, and the last three lists have the same options but they are about rejection. Abstention can be expressed by simply not selecting a criterion in any list. Selecting the same criterion across two list pairs (acceptance and rejection) will be treated as a mistake and considered a form of abstention.
When assigning a tracktype value, which of the following should mappers observe or consider to determine its value? Select all you think apply.
Group 1: composition and engineering
- The surface’s proportion of hard and soft particles (hardest: rock; softest: organic matter)
- The surface’s particle sizes (coarsest: boulders; finest: clay)
- The resulting firmness of the assembled surface (bulk combined materials)
- Superficial presence of imported aggregate (gravel, crushed stone)
- Whether the surface is paved (asphalt, concrete)
- Track width relative to vehicle width
- Each wheel’s track width
- Presence of drainage infrastructure: ditches, culverts, camber (raised surface)
- Signs of surface compaction by engineering or maintenance
Group 2: condition
- Degree of surface compaction by traffic
- Presence of tire imprints
- Presence and depth of ruts
- Presence and clearance of exposed rocks
- Presence of potholes
- Presence of cracks
- Presence of erosion gullies
- Presence of roots
- Signs of surface subsidence
- Signs of crumbling or collapsing edges
- Presence of vegetation on the wheel tracks
- Presence of vegetation on the center strip
- Overhanging or encroaching vegetation from the sides
- Signs of vegetation clearing (leaves or branches have been cut)
Group 3: interactive, inferred and additional knowledge
- Deformation under traffic: how much it sinks or ruts when driving, walking or cycling on it
- How loose or unstable the surface particles are when driving, walking or cycling on it: whether they shift, slide, or do not hold together
- Inferred surface changes when wet: how much it softens, becomes slippery, or loses bearing capacity after rain
- Surface changes when wet verified directly
- Additional knowledge about the surface when built (e.g. if it was compacted by a roll or paved and later degraded)
- Additional knowledge about the subsurface: levelled, graded, or compacted base layer; or knowledge of load bearing capacity independent of visible top layer
- Additional knowledge about construction/improvement effort level to build the track
- Usability (passability/comfort) for one or more types of vehicles
Are there any characteristics (same list as above) that you think should NOT influence the value of tracktype, even if mappers notice them? Select all you think apply.
Group 1: composition and engineering
- The surface’s proportion of hard and soft particles (hardest: rock; softest: organic matter)
- The surface’s particle sizes (coarsest: boulders; finest: clay)
- The resulting firmness of the assembled surface (bulk combined materials)
- Superficial presence of imported aggregate (gravel, crushed stone)
- Whether the surface is paved (asphalt, concrete)
- Track width relative to vehicle width
- Each wheel’s track width
- Presence of drainage infrastructure: ditches, culverts, camber (raised surface)
- Signs of surface compaction by engineering or maintenance
Group 2: condition
- Degree of surface compaction by traffic
- Presence of tire imprints
- Presence and depth of ruts
- Presence and clearance of exposed rocks
- Presence of potholes
- Presence of cracks
- Presence of erosion gullies
- Presence of roots
- Signs of surface subsidence
- Signs of crumbling or collapsing edges
- Presence of vegetation on the wheel tracks
- Presence of vegetation on the center strip
- Overhanging or encroaching vegetation from the sides
- Signs of vegetation clearing (leaves or branches have been cut)
Group 3: interactive, inferred and additional knowledge
- Deformation under traffic: how much it sinks or ruts when driving, walking or cycling on it
- How loose or unstable the surface particles are when driving, walking or cycling on it: whether they shift, slide, or do not hold together
- Inferred surface changes when wet: how much it softens, becomes slippery, or loses bearing capacity after rain
- Surface changes when wet verified directly
- Additional knowledge about the surface when built (e.g. if it was compacted by a roll or paved and later degraded)
- Additional knowledge about the subsurface: levelled, graded, or compacted base layer; or knowledge of load bearing capacity independent of visible top layer
- Additional knowledge about construction/improvement effort level to build the track
- Usability (passability/comfort) for one or more types of vehicles
Thank you for your interest and patience!