
Welcome to the Donald Hays Trail Contractor Inc. online Trail Builder. Please answer the questions below as best you can. If you have extra comments, enter them in the extra text field at the end of each question. Each question is accompanied by explanations in the right column.
Welcome to the Donald Hays, Trail Contractor Inc. Trail Builder form.
Select the slider tabs on the left and answer each section as best you can. As you click each section detailed information about each will be displayed over on this side.
So, lets get started! Click the first section labeled "Basic Information" on the left.

The general overall appearance of the trail system as dictated by the user group. Condition will be subjective to the user group I.e.. wheel chairs, horses or mountain bikes, and degree of perceived degradation. New trails use "install new".
What type of ground is the trail to be built in. Best estimate of what cannot be seen on surface.
Trail Type Descriptions
Routine maintenance
Trail feature is functioning within standards as designed and is within normal maintenance cycle. Cost is generally between 10% and 20% of replacement.
Repair/Rehab
Trail feature is in disrepair, may or may not be useable, but needs to be repaired to bring feature to standard. Cost generally between 21% and 50% of replacement.
Replace in-kind
Trail feature is dysfunctional and is beyond it's designated lifecycle or generally has deteriorated to a point where it is unable to perform as designed or constructed. Cost generally over 51% of new construction and includes demolition, restoration, and removal of existing segment or item.
Decommission
Trail feature is not needed for the operation of the trail, or is inappropriate for the setting and should be removed from system with no replacement.
Expansion
Trail feature is basically functioning as designed but is undersized. Would typically be lengthened or widened, but in some cases size may be reduced.
Alter function
Trail feature must be modified to change function to either increase capacity, change function, or durability.
Install new
Trail feature is missing or new trail feature is needed.

What type of ground is the trail to be built in. Best estimate of what cannot be seen on surface.
Soil Type Descriptions
Bedrock:
Trailbed is bedrock or very large boulders, larger than a small car. Blasting is generally the only option to create a level walking surface.
Common:
Trailbed is bedrock or very large boulders, larger than a small car. Blasting is generally the only option to create a level walking surface.
Common with Rock:
Trailbed soil is with a good mixture of clays, fines, and small rock intermixed with larger rocks or small boulders. May be loose or highly compacted. Removal of larger rocks may include prying out, digging or breaking in place.
Fine / Organic:
Trailbed soils are uniform fine texture with little or no rock content. May be dark with high organic content. Demonstrates low carrying capacity, especially when wet. Trenches easily, highly dusty when dry, highly erosive.
Pumice:
Trailbed is broken cobbles with few or no fines. Does not compact. Highly susceptable to erosion, particularly with ability to float in water.
Sand:
Trailbed soil may be uniform sand-grain testure with few fines. Refuses to compact when dry. Highly susceptable to erosion.
Talus or Boulders:
Trailbed material is mostly rock of uniform or varying sizes containing little or no soil. Removal is required by hand, machine or blasting. Trail bed may be built over the top of rocks and imported materials and geotextiles used instead or removal.

How dense is the brush in this trail location, see definitions for explanation.
Brush Type Descriptions
None:
No brush or grasses within trail corridor.
Extra Light:
Grass, light perennials, or other non-woody plants. Capable of being worked with mower or power brush cutter.
Ligh:
Small brush shorter than knee height, slow growing woody brush diameter typically no greater than 1/2 inch. Capable of being cut with large mower or motorized brush cutter.
Medium:
Faster growing woody brush with diameters typically between 1/2 inch and 1 inch and heights lower than chest high. Typically cut with hand loppers, motorized brush cutter, chainsaws or specialized mower.
Heavy:
Fast growing brush above head high with typical diameters greater than 1 inch. Typically cut with chainsaws, large brush cutters or specialized mower.
Extra Heavy:
Very dense and fast growing brush above head high with diameters greater than 2 inches. Typically cut with chainsaws, or hand loppers.

How dense is the timber in this trail location, see definitions for explanation.
Timber Type Descriptions
None:
Meadow or opening where no trees could fall within trail corridor
Extra Light:
Open scattered timber where some trees may fall into trail corridor.
Light:
Low density (greater than 10 foot spacing) small diameter 4 inch to 12 inch trees. Trail location would avoid cutting most trees. Most likely young stable and maturing live trees.
Medium:
Moderately dense (6-10 ft spacing) small to medium 4 inch to 18 inch diamenter trees or dense (less than 6 ft spacing) small diameter trees. Dead trees starting to be noticable. Relocations would likely require a substantial number of small to medium trees to be removed. Typically maturing to mature trees.
Heavy:
Moderately dense large diameter (18 to 36 inch) trees or dense medium diameter (12 to 24 inch) trees. Dead trees may be substantial or fire burned small to medium diameter trees. Relocations would likely require removal of many medium to large diameter trees. Typically mature timber.
Extra Heavy:
Moderately dense large diameter (18 to 36 inch) trees or dense medium diameter (12 to 24 inch) trees. Dead trees may be substantial or fire burned small to medium diameter trees. Relocations would likely require removal of many medium to large diameter trees. Typically mature timber.

What user will be using this trail system the most, or what user will be impacting it the most. Trail Contractor will use this information to follow design standards.

What user will be the using the trail system with less frequency, may or may not be a "legal" user. Example; equestrians and mountain bikes will need different design standards

A structure, including abutments and supports, erected over a depression (canyon, chasm, river, road, or stream) and having a deck for carrying road or trail traffic. If the bridge is over 30 inches above the surface, it should have railings.

A structure, including abutments and supports, erected over a depression (canyon, chasm, river, road, or stream) and having a deck for carrying road or trail traffic. If the bridge is over 30 inches above the surface, it should have railings.
Bridge Type Descriptions
Cable Suspension:
Cable suspension bridges are supported by two main steel cables. The deck is hung from suspender cables or steel rods. Decks are usually sawn timber planks. The cables are anchored into the stream banks and are supported by intermediate towers
Cable Deck:
Deck cable bridges are supported by two main steel cables. The deck is also supported on the two main cables. The cables are anchored to the abutments and may or may not be supported by intermediate towers. Decks are usually sawn timber planks
Cable Stayed:
Cable stayed bridges are supported by multiple steel cables connected to the tops of one or more sets of towers. Decks may be timber, concrete, or steel grid.
Deck Girder:
Deck girder bridges are supported by two or more longitudinal girders (beams). Decks are supported on the tops of the girders and are usually timber (log, sawn or glulam), but may be concrete or steel.
Deck Truss:
Deck truss (pony truss) bridges are supported by two longitudinal trusses. The deck is hung on the interior side of the trusses. The trusses usually function as all, or part of, the handrail system. Decks are usually sawn timber plank, but may be glued-laminated timber, concrete, steel, or fiberglass.
Side Girder:
Side girder bridges are supported by two longitudinal girders (beams). The deck is hung on the interior side of the girders either on floor beams or ledger beams attached to the main girders. Deck planks will be transverse when ledgers are used or longitudinal when floor beams are used. Larger bridges may use longitudinal stringers on top of the floor beam. The girders usually function as all, or part of the handrail system. Decks are usually timber (sawn plank or glued laminated), but may be concrete or steel.
Side Truss:
Side truss (pony truss) bridges are supported by two longitudinal trusses. The deck is hung on the interior side of the trusses. The trusses usually function as all, or part of, the handrail system. Decks are usually sawn timber plank, but may be glued-laminated timber, concrete, steel, or fiberglass.
Deck Arch:
Decks are supported by longitudinal beams or walls that are supported by the arches.
Suspended Arch:
Cable suspension bridges are supported by two main steel cables. The deck is hung from suspender cables or steel rods. Decks are usually sawn timber planks. The cables are anchored into the streambanks and are supported by intermediate towers.
Single Unit:
Single unit bridges are bridges in which the bridge is a single, self-supporting unit.
Single Unit Minor:
Single unit bridges are bridges in which the bridge is a single, self-supporting unit.

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Existing Brdige Condition Descriptions
Alter Function:
Trail feature must be modified to change function to either increase capacity, change function, or durability.
Decommission:
Trail feature is not needed for the operation of the trail, or is inappropriate for the setting and should be removed from system with no replacement.
Expansion:
Trail feature is basically functioning as designed but is undersized. Would typically be lengthened or widened, but in some cases size may be reduced.
Install New:
Trail feature is missing or new trail feature is needed.
Repair / Rehab:
Trail feature is in disrepair, may or may not be useable, but needs to be repaired to bring feature to standard. Cost generally between 21% and 50% of replacement.
Replace in-kind:
Trail feature is dysfunctional and is beyond it's designated lifecycle or generally has deteriorated to a point where it is unable to perform as designed or constructed. Cost generally over 51% of new construction and includes demolition, restoration, and removal of existing segment or item.
Routine Maintenance:
Trail feature is functioning within standards as designed and is within normal maintenance cycle. Cost is generally between 10% and 20% of replacement.

Please let us know the prefered width of the bridge.

What type of ground is the trail to be built in. Best estimate of what cannot be seen on surface.
Soil Type Descriptions
Bedrock:
Trailbed is bedrock or very large boulders, larger than a small car. Blasting is generally the only option to create a level walking surface.
Common:
Trailbed is bedrock or very large boulders, larger than a small car. Blasting is generally the only option to create a level walking surface.
Common with Rock:
Trailbed soil is with a good mixture of clays, fines, and small rock intermixed with larger rocks or small boulders. May be loose or highly compacted. Removal of larger rocks may include prying out, digging or breaking in place.
Fine / Organic:
Trailbed soils are uniform fine texture with little or no rock content. May be dark with high organic content. Demonstrates low carrying capacity, especially when wet. Trenches easily, highly dusty when dry, highly erosive.
Pumice:
Trailbed is broken cobbles with few or no fines. Does not compact. Highly susceptable to erosion, particularly with ability to float in water.
Sand:
Trailbed soil may be uniform sand-grain testure with few fines. Refuses to compact when dry. Highly susceptable to erosion.
Talus or Boulders:
Trailbed material is mostly rock of uniform or varying sizes containing little or no soil. Removal is required by hand, machine or blasting. Trail bed may be built over the top of rocks and imported materials and geotextiles used instead or removal.

Structure at either extreme end of a bridge that supports the superstructure (sill, stringers, trusses, or deck).
Abutment Type Descriptions
Concrete:
Concrete retaining wall abutments are earth-retaining structures that also support the trail bridge superstructure.
Metal:
Metal retaining wall abutments are earth-retaining structures that also support the trail bridge superstructure.
Rock Cribbing:
Rock retaining wall abutments are earth-retaining structures that also support the trail bridge superstructure.
Wood Cribbing:
Wood sill abutments are a single element foundation supporting the bridge superstructure.
Other:
Something other than available selections. Please describe in text box below.

Please select what type of materials will be or are already used.

A trail hardening structure made of concrete, measuring 18 inches by 24 inches set to grade and backfilled to support traffic in boggy or soft native material areas such as meadows. This structure may be used instead of puncheon bridges or turnpikes where building a raised trail bed is not desirable.

The width of ther portion of the trail used for travel.

The actual surface portion of the trail upon which users travel excluding backslope, ditch, and shoulder.
Surface Type Descriptions
Native Material:
Tread made from clearing and grubbing, grading the native soil with no added surfacing materials.
Aggregate Surface:
Surface material made up of broken rock, gravel sand, and clay.
Asphalt:
Asphalt...
Chunk Wood:
Shredded wood.
Concrete:
Concrete...
RipRap:
A layer of stones placed ramdomly on a trail tread to provice support and prevent erosion.
Imported Clay:
A firm, fine-grained earth, plastic when wet, composed chiefly of hydrous aluminum silicate minerials.
Other Surfaces:
Please explain in the text box below.

Please select the bridge type.

Types of retaining walls
Gabion:
Containers wired together, and filled with rocks to make quick retaining walls for erosion control. Usually made of heavy gage galvanized wire.
Geo-Textile Wall:
A geotextile is a synthetic permeable textile material used with soil, rock, or any other geotechnical engineering related material. Geotextiles, also called geosynthetics, are generally simi-impervious nonwoven petrochemical fabric cloth that provices a stable base ofr the application of soil or gravel. Used primarily in raised trialbeds or retaining walls.
Log Crib:
Stacked interlocking logs forming a vertical wall.
Log Crib Retaining Wall
Stacked Rock:
Large rocks stack in a stable vertical manner.
Rock Retaining Wall

Stairway Types

The width of ther portion of the trail used for travel.

Turnpike Type

The width of ther portion of the trail used for travel.

A turn which is constructed on a grade of 15 % or less when measured between the exterior boundries of the turn and follows the grade as it changes the direction of the trail.

A single structure either stone or wood that provides a stable vertical rise on the trail.

A single structure either stone or wood that provides a stable vertical rise on the trail.

Restriction Devices are any structure designed to restrict traffic to user groups, or to close an area to use.

Restriction Devices are any structure designed to restrict traffic to user groups, or to close an area to use.

If you need a sign or two, which all trails do, take a look at the options to the left and select which might work best for your trail.

If you need a sign or two, which all trails do, take a look at the options to the left and select which might work best for your trail.

What type of materials would best suit this trail?

What type of post would best fit the trial you're building?

Would you like stepping stones in your stream ford?

A sharp turn in a trail (usually constructed on a cross slope of 15% or greater) to reverse the direction of travel and gain elevation. The landing or "apron" is the turning portion of the switchback. The approaches aare the trail sections upgrade and downgrade from the landing.

A sharp turn in a trail (usually constructed on a cross slope of 15% or greater) to reverse the direction of travel and gain elevation. The landing or "apron" is the turning portion of the switchback. The approaches aare the trail sections upgrade and downgrade from the landing.
Switchback 1
Switchback 2
Switchback 2

What is the preferred radius of your switchback?

What is the preferred barrier for your switchback?

How high would the retaining walls need to be in feed?

A drainage structure (for diverting water off trail) composed of an outsloped segment of trail or road tread leading to a barrier placed at an angle of 45 degrees - 60 degrees to the trail. Structures are usually made of peeled log, stone, concrete, or rubber belting material. Water flowing down trail will be diverted by the outlsope or, as a last resort, by barrier. Waterbars are generally built on locations where drain dips or grade dips will fail due to steepness of grade.
