III. Results of the Study
Two hundred fifty-three professionals were sent the survey, 154 (61%) of which accessed the survey. Prospective participants were asked to answer questions pertaining to inclusion criteria set by the researchers and the funding agencies–whether the trail was predominately pedestrian/hiker and the trail surface was other than asphalt, concrete or boardwalk. Among those who accessed the survey, only 104 professionals were eligible to participate. For a survey for which participation was estimated not to exceed twenty (20) minutes, the duration mean was documented to be 11 hours and 39 minutes. This probably includes considerable time away from the computer during which time the survey remained “open” on the user’s site.
The rate of full completion of the survey questions was extremely low yielding spotty results for comparison. Of the surveys submitted thirty‐nine provided adequate (albeit not complete) basic information related to surface materials types and construction and were extracted for further examination. Responses were received from across the country and from a variety of agency types with the majority coming from state/local government and federal entities (Table 7).
Table 7. Agency Representation of Respondents | ||
Agency | n | Percent |
City agency | 2 | 5.1% |
County agency | 5 | 12.8% |
State agency | 10 | 25.6% |
Federal agency | 19 | 48.7% |
Non-profit organization | 3 | 7.7% |
Total | 39 | 100% |
Respondents were asked if the trail on which they reported was designated as accessible. Table 8 shows that of the qualified surveys, 15 indicated their trail was accessible. However, no other defining information (slopes, tread obstacles, etc.) is available to support the level of accessibility of these trails.
Table 8. Accessible Trail Designation | ||
Accessible Trail? | n | Percent |
Yes | 15 | 38.5% |
No or unknown | 24 | 61.5% |
Total | 39 | 100% |
The geographic distribution of qualified respondents were scattered across the United States. Figure N illustrates the location of participating trails in twenty‐two states and the District of Columbia.
Figure N. Regional Distribution of Trail
Of the thirty-nine trails reviewed, ninety-two percent used naturals trail surface materials without stabilizers and only 7.7 percent used a stabilizer product. Table 9 shows that the predominant types of trail materials used were either Native/Natural soils (43.6%) or Crushed Rock/Aggregate (51.3%). Interestingly, however, a general observation notes that for trails that were designated as accessible, the trail material used was overwhelmingly Crushed Rock (93%) vs. Native/Natural soils (7%).
Table 9. Type of Surface Material Used | ||
Surface Material | n | Percent |
Aggregate w/stabilizer | 3 | 7.7% |
Aggregate w/o stabilizer | 17 | 43.6% |
Native/natural soil w/o stabilizer | 17 | 43.6% |
Soil w/ high organic content | 2 | 5.1% |
Total | 39 | 100% |
When asked if the respondent would recommend the trail surface material used, nineteen respondents indicated that they would (48.7%) . Table 10 shows the surface materials recommended by region and surface composition. Also included are comments provided by respondents about the trail surface or maintenance related issues.
Table 10. Surface Materials Recommended by Region | |||
Region | Location | Surface Material | Comments |
ALASKA REGION | |||
AK | Tek Mix | First repair was a result of 1" rocks coming to the surface. Rocks were gathered and eliminated. The natural "tek mix" which is processed on site compacts really well and has a very long life span. It is a 3/4 inch minus mix consisting of sand gravel, and other natural occurring materials. Trail resurfaced in 2012 with natural and non-natural surfaces. | |
AK | Naturally occurring glacial moraine & Geotextile Fabric Underlay | We have had amazing success with this trail. The success is largely because of the type of material we are fortunate to work with. However, the use geotextile is imperative to the trails lasting stability as well. The trail required annual maintenance due to uneven wear. | |
AK | D−1 minus base crushed aggregate; 1/2" minus top dress | With a base of D−1 or larger aggregate and then the addition of 1/2" minus binds the trail with all the fines. With mechanical compaction, the trail can set up. | |
MIDWEST REGION | |||
IA | Crushed Limestone | The trail has instances of uneven wear, ruts and washout/runoff quarterly that requires maintenance. Overall the trail is cheap and easy to maintain. | |
OH | Cohesive soil, dry soil, moist soil | Trail tread renovations involved rebenching native in-place subsoil materials. In our experience we have found that the performance of a natural soil trail surface depends entirely on the slope and alignment and management of water on the trail surface. | |
KY | Cohesive Soil | The trail required maintenance due to erosion of the trail tread due to washout/runoff. The trail is maintained for washout/runoff and ruts annually. The surface has been replaced one time to lessen erosion. | |
KY | Dry and granular soils and mulch pine | By using the native soil along with added mulch pine stabilizer the maintenance has held. Trail is easier to use and is being used more often. Stone cribbing was used to increase drainage. | |
NORTHEAST REGION | |||
CT | Crushed Rock and stone dust | The trail has instances of washout/runoff annually and has been repaired for erosion. Ruts have been created in the surface resulting from illegal ATV/motorcycle use. Trail material is cheap and low maintenance. | |
VA | Klingstone 400 | Trail is an excellent surface. Finding a contractor for installation was difficult. Trail has instances of chipping along the edge quarterly. | |
MA | 1/2" crusher run | 100% crusher run material at 1/2" size compacts very well and holds up extremely well to New England weather. The trail has instances of settling annually. | |
DE | Crushed rock and fines | We believe, if built properly, stone trails can be very sustainable. This trail has instances of washout/runoff quarterly. | |
VA | Crushed rock with Gravel Pave II | Originally constructed unsuccessfully as a natural aggregate trail due to washout. Soil Sement was applied for several years but resulted in washout during minor rains. Now Gravel Pave II is being applied to the areas most prone to wash out. While additional materials need to be replenished after a storm, the base of the trail remains intact. Gravel Pave II was selected based on previous use in the Park on a steeper trail, however it penetrates the surface and should be selected with care (in terms of aesthetics) in any historically significant areas. | |
NE | Sand and 1" minus river run aggregate | It is difficult working with a sand sub-base, so any correspondence with other groups on what they have tried may become a benefit here. This trail is in the heart of the Sand hills. The trail has instances of uneven wear, ruts and washout/runoff. | |
WESTERN REGION | |||
CA | Crushed rock | Inexpensive and easily maintained surface material, one drawback is that the surface is not firm and stable enough for strollers or wheelchairs. Trail has instances of ruts and washout/runoff annually. | |
UT | Crushed rock | The gravel used as the tread surface was primarily rounded particles, which have worked their way to the surface forming a loose layer of pebbles. The tread gravel material should have been an angular rock 3/4" minus with a good component of fines to bind the material together. This coming field season the trail will be capped with a different type of gravel to allow for a solid tread surface. The trail has instances of settling and washout/runoff annually. | |
NV | Decomposed Granite | While a decomposed granite surface aesthetically conforms to a natural desert environment, it requires frequent maintenance. In an economy where staffing is minimal, local governments may find this type of surface undesirable. | |
CA | Crushed rock with clay soil fines | A dirty 3/4" or 3/8" road base with around 20 −30 percent clay fine particles seems to work well in areas that are not consistently wet. The trail has instances of ruts and weeds annually. | |
UT | Native soil and crushed limestone | The type of soil and geological configurations are very unique and pose difficulties in keeping a trail on a continually eroding area. The trail has instances of uneven wear monthly and ruts and washout/runoff quarterly. | |
NV | Natural/native soils and rock | This trail material was selected based on the TRTA, USFS and NV State Parks transition to building trails with a purposeful aim toward sustainability. This trail has instances of uneven wear, settling, ruts and washout/runoff annually. |
Five respondents indicated they would not recommend the trail surface and those responses are found in Table 11. Also included are comments provided by respondents about the trail surface or maintenance related issues. Fifteen respondents did not provide a response.
Table 11. Trail Surfaces Not Recommended by Region | |||
Region | Location | Surface Material | Comments |
MIDWEST REGION | |||
MN | Crushed limestone | The trail has instances of uneven wear, ruts and washout/runoff annually. | |
NORTHEAST REGION | |||
MD | Woodchips with an epoxy product | No Data | |
MA | Dense grade gravel | Over time the larger (3/4" - 1") stones in the “dense grade gravel" we used tend to rise to the surface resulting in a slightly loose surface that is a bit more difficult for wheels to roll on. We have since found a better material from a different supplier, which is more homogenous and maintains a smooth compact surface. We plan to use this material for future repairs. | |
SOUTHERN REGION | |||
GA | Natural/native soils | Due to incorrect installation, the trail does not allow water to run off of the trail tread, which creates the need for continuous maintenance. | |
WESTERN REGION | |||
OR | Natural/native soil | The trail has instances of uneven wear, cracking and washout/runoff annually |
Construction practices varied among agencies. Of the thirty‐nine reported trails only eight had surface materials applied solely by contractors. Agency personnel and/or volunteers were utilized in eighteen of the trails and for an additional five trails agency/volunteer personnel in conjunction with contractors applied the surface materials. Application methods also ranged from hand labor only to various forms of compaction methods. Table 12 shows the types of application methods utilized and the personnel who applied the materials.
Table 12. Application Methods and Personnel | |||||
Region | Location | Surface Material | Surface Material Depth | Running Slope | Application Method/ Application By |
ALASKA REGION | |||||
AK | Tek Mix | Gravel 0‒4"; 3" minus 5‒8" | Up to 5 percent | Skid Steer/Compactor by Agency | |
AK | Natural glacial moraine & Geotextile Fabric Underlay | 3/8" minus 6" | Up to 5 percent | Compaction by Agency | |
AK | D−1 minus base crushed aggregate; 1/2" minus top dress | Moist soil base > 8"; D−1 minus crushed aggregate 1/2" minus (cap) 5‒8" | 5 – 8.33% | Hand spread & mechanically compacted by Agency | |
SOUTHWEST REGION | |||||
TX | Cohesive soil and small amounts of gravel | Cohesive soil 5‒8" | Up to 5 percent | Hand tools by Volunteer | |
MIDWEST REGION | |||||
KY | Natural native soil (cohesive and fissured) | No Data | No Data | No Data | |
WI | Cohesive and moist soils | No Data | > 12.5 percent | Constructed tread by Agency/Volunteer | |
KY | Cohesive and moist soils | Natural ground surface base; Cohesive and moist soil 5‒8" | 8.33 −10.5 percent | Cleared path by Agency | |
MN | Crushed limestone | > 8" | Up to 5 percent | Highway pavement roller by Contractor/Agency | |
KY | Crushed rock | Gravel Base 5‒8"; Cohesive Soil 5‒8" | Up to 5 percent | No Data by Agency | |
IA | Crushed Limestone | Granular soil base > 8"; Crushed limestone | 8.33 −10.5 percent | Tractor and hopper by Contractor | |
IN | Natural native soil | No Data | No Data | No Data | |
OH | Cohesive soil, dry soil, moist soil | No Data | > 12.5 percent | No Data Agency/volunteer with contracted trail construction training | |
KY | Cohesive Soil | Cohesive soil > 8:; Gravel 0‒4" | 5 – 8.33percent | No Data by Agency | |
KY | Soil with high organic content | Cohesive soil 5‒8" | 8.33 −10.5 percent | Hand labor - digging and raking by Agency/ Volunteer |
|
KY | Dry and granular soils and mulch pine | Sand 5‒8"; dry soil 5‒8"; granular soil > 8" | > 12.5 percent | Hand labor by Agency | |
KY | Natural native soil | No Data | 8.33 −10.5 percent | No Data | |
NORTHEAST REGION | |||||
CT | Crushed Rock and stone dust | 0‒4" | Up to 5 percent | Paving box by Contractor/Agency | |
MA | Existing vegetation and soil | Natural Soil 0‒4"; Granular Soil 5‒8" | Up to 5 percent | No Data by Agency | |
VA | Klingstone 400 | 0‒4" | Up to 5 percent | Compacted and Sprayed by Contractor | |
MA | 1/2" crusher run | Granular Soil 0‒4"; Dry Soil 5‒8"; Cohesive soil > 8" | Up to 5 percent | No Data by Contractor | |
DE | Crushed rock and fines | No Record | 5 - 8.33 percent | Spread and compacted by Contractor | |
NY | Sand, gravel, cinders, crushed brick, wood chips | No Record | 5 - 8.33 percent | Wheel barrow/hand tools by Non-profit trail organization | |
VA | Crushed rock with Gravel Pave II | Gravel Pave II at base; 4" of crushed stone; 2" finely crushed greenstone | 5 - 8.33 percent | No Data by Agency | |
MA | Natural/native soil | No Record | 5 - 8.33 percent | No Data | |
NE | Natural/native soils | Cohesive soil > 8" | Up to 5 percent | Foot and wagon traffic during westward expansion—Natural pioneer trail | |
MD | Woodchips with an epoxy product | 0‒4" | Up to 5 percent | No Data by Agency | |
NE | Sand and 1" minus river run aggregate | Granular soil base; Sand and 1" minus river run aggregate 0‒4" | Up to 5 percent | By hand by Contractor/ Youth Conservation Corp | |
VA | Crusher run gravel and fines | Cohesive Soil 5‒8"; Crusher run gravel 4"; 3/8" crusher fines | 5 - 8.33 percent | Vibratory roller compaction with water spray by Agency | |
MA | Dense grade gravel | Granular Soil 0‒4:; Unknowns 5‒8"; Dense grade gavel | Up to 5 percent | Bucket spread then rolled by Contractor | |
SOUTHERN REGION | |||||
TN | Natural/native soil | Cohesive Soil 5‒8" | 8.33 −10.5 percent | High traffic by Volunteers | |
GA | Natural/native soils | Cohesive Soil 5‒8" | 5 - 8.33 percent | Dingo compaction by Contractor | |
WESTERN REGION | |||||
WA | Natural soils/sandy loam | Granular Soil/Sand > 8" | 5 −8.33 percent | No Data | |
CA | Crushed rock | Crushed rock 0‒4"; Cohesive Soil 5‒8" | 10 – 12,5 percent | No Data by Contractor | |
UT | Crushed rock | Crushed rock 5‒8"; Cohesive Soil > 8" | Up to 5 percent | Compaction by Agency | |
NV | Decomposed Granite | 5‒8" | Up to 5 percent | 4‒6" thick compacted with steel roller by Contractor | |
CA | Crushed rock with clay soil fines | Crushed rock w/ clay fines 0‒4"; Cohesive Soil 5‒8" | Up to 5 percent | No Data by Agency | |
UT | Native soil and crushed limestone | No Record | > 12.5 percent | Trail dozer, hand tools, compactor by Agency | |
OR | Natural/native soil | Moist soils 0‒4"; other soil unknown | 5 - 8.33 percent | No Data | |
NV | Natural/native soils and rock | Dry soils > 8" | 10 – 12,5 percent | Hand tools |
Some survey respondents provided photographs of the trail and the surrounding environment. Five aggregate trail surfaces were recommended by responding the trail manager and had accompanying photographs. In addition, all the trails have also been designated as accessible trails. While five trails composed of native soil were recommended surfaces, no photographs were available. Photographs of ten of the thirty-nine trails were provided by respondents and can be found in Appendix F.
Summary of Results
The purpose of the trails surface survey was to provide qualified professionals, resource specialists and operations staff of parks and other recreational properties with trails in the United States with descriptive and/or comparative information about the status of construction practices of pedestrian/hiker, natural surface trails. Despite a sixty-one percent survey access rate of survey invitees, the overall completion rate was extremely low. Therefore, the results can be addressed in terms of a general trend in types of surface materials used. The majority of trail surfaces were natural materials that did not use soil stabilizers. However, information on construction practices and maintenance issues was limited in the responses received. A majority of agencies utilized their own personnel or volunteers to apply surface materials or they worked along with contractors. When asked if respondents would recommend the trail surface materials on which they reported, many (48.7%) indicated they would, however accompanying comments received provided limited supporting information for those recommendations.
Recommendations for Further Action
The National Center on Accessibility continues to receive technical assistance inquiries from the field about what types of natural surface materials are available for use on pedestrian trails and how various surface materials perform in different regions of the country. While the intended outcome of the National Trail Surface survey was to establish a database that trail managers could access for trail surface material information and performance data, the data received were disappointedly sparse. The establishment of a national database of trail surface materials used for pedestrian trails, the firmness and stability of those surfaces and how well those surface materials last over time continues to be an identified need for trail managers.
Currently two national resources are available that provide information to trail users on trail locations and trail characteristics. The National Recreation Trail Database hosted by American Trails (http://www.americantrails.org/NRTDatabase/) contains data provided by federal land management agency trail managers. Trail Explorer (www.trailexplorer.com) developed by Beneficial Designs provides trail characteristic information based on data collected and input by trail managers using the Universal Trail Assessment Process (UTAP). Collaboration with one or both providers -- American Trails and Beneficial Designs -- to expand the collected information to include specific natural surface materials used and performance over time on the reported natural pedestrian trails may be an avenue to explore.
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