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Managing Degraded Off-Highway Vehicle Trails in Wet, Unstable, and Sensitive Environments

Appendix B--Installation Guide for Porous Pavement Panels as Trail-Hardening Materials for Off-Highway Vehicle Trails

The following discussion provides information on methods of installing GeoBlock and SolGrid porous pavement panels based on the author's experience in Alaska during the 1996, 2000, 2001, and 2002 summer field seasons.

Preplanning-The size of individual porous pavement panels (19 by 39 inches) lends them to constructing trail in 4.8-, 6.5-, and 8-foot-wide configurations (see figure B1 for panel layout configurations).

Standard drawing of several porous pavement panel layouts
Figure B1--Typical panel layouts.

Table B1 provides information for ordering material, based on typical installation configurations.

Table B1--Material layout specifications. (All prices depend on volume and are subject to change.)

PANELS Dollars per square foot Dollars per panel Square feet per panel Panels per pallet Square feet per pallet  
GeoBlock, 2 inch 2.15 11.57 5.38 44 236.72  
SolGrid 1.53 7.83 5.12 78 399.36  


PANELS Linear feet per pallet at 4.8 feet wide Dollars per linear foot at 4.8 feet wide Linear feet per pallet at 6.4 feet wide Dollars per linear foot at 6.4 feet wide Linear feet per pallet at 8 feet wide Dollars per linear foot at 8 feet wide
GeoBlock, 2 inch 49.11 10.37 36.87 13.81 29.48 17.27
SolGrid 83.20 7.34 62.40 9.79 49.92 12.23
18 panels per 20 linear feet at 4.8 feet wide - 24 panels per 19 linear feet at 6.4 feet wide - 30 panels per 19 linear feet at 8 feet wide


UNDERLAYMENT Dollars per square foot Dollars per roll Roll size in feet Linear feet per roll, 4.8 feet wide Linear feet per roll, 6.4 feet wide Linear feet per roll, 8 feet wide
Polynet PN-3000 0.32 1,527 14.4 x 300 600 600 450
Geogrid, Tensar 1100 0.25 540 13.1 x 164 328 328 164
Geogrid, Tensar 1200 0.40 854 13.1 x 164 328 328 164
Nonwoven geotextile 4545, 4-ounce 0.06 265 12.5 x 360 720 640 540
Nonwoven geotextile 4551, 6-ounce 0.08 360 15 x 300 600 560 500
Nonwoven geotextile 4553, 8-ounce 0.08 360 15 x 300 600 560 500
SCREWS 14 screws per linear foot for 4.8 feet wide
18 screws per linear foot for 6.4 feet wide
28 screws per linear foot for 8 feet wide
CABLE TIES About 100 ties per 100 feet of trail
GRAVEL Requires 1 cubic yard of gravel per 14 linear feet at 4.8 feet wide
Requires 1 cubic yard of gravel per 10.5 linear feet at 6.4 feet wide
Requires 1 cubic yard of gravel per 8.5 linear feet at 8 feet wide

A typical installation requires the following:

Supplies

Equipment

Labor

Here is an example of the supplies and labor needed for a 4,800-square-foot installation, 6.5 feet wide by 800 feet long:

Supplemental geotextiles and membranes are required in some locations to increase the flotation of installations in extremely muddy conditions, to support installations over long expanses of weak ground, or to help contain fill material. Table B2 lists the most commonly used materials and their purpose.

Table B2--Supplemental geotextiles and membranes.

Type of material Application
Open-cell drainage mat Reduces size of openings, increases flotation on extremely muddy sites
Nonwoven separation fabric Eliminates openings, provides separation layer when filling cells
Geogrid Provides lateral support of panels across ponded areas

The author has used Polynet PN-3000 (or equivalent) as a suitable open-cell drainage mat. It decreases the size of openings to less than 1/4 inch and also reduces the total opening by roughly 30 percent. This increases the flotation of the panels on extremely muddy sites and still allows for vegetation regrowth. A nonwoven separation fabric in an 8-ounce material weight can be used to completely eliminate openings when flotation needs to be maximized. Nonwoven fabric delays vegetation regrowth unless cells are filled with a growth medium. Vegetation regrowth helps anchor and stabilize the installation, integrate it into the environment, and improve site productivity. Tensar BX 1100 (or equivalent) has been used as a geogrid under-layment for installations longer than 100 feet in ponded areas. The geogrid provides a lateral membrane that helps prevent joint failure. Because the panels are neutrally buoyant and will float just below the surface in pooled areas, they should be filled with aggregate as a ballast when the trail crosses long ponded sections. A separation fabric should be used to contain the ballast gravel within the cells. In many cases, cells do not have to be filled because the grid cell provides an adequate traffic surface for most applications. Fill can increase regrowth in some cases, help integrate the installation, and provide a buffer for thermal contraction and expansion of the panels. High-quality fill is not required because the cell walls carry the load. Any readily available growth medium can be used. Gravel fill may also be necessary where tracked vehicles or snow machines with cleats will operate on panel surfaces. The gravel will help protect the soft plastic grid cell walls from crushing and abrasion.

Site Preparation--New trail locations should be cleared of trees, shrubs, rocks, and large tree roots. Tussocks and thick clumps of grass should be sheared off at ground level. It is generally not necessary to strip the site to mineral soil because vegetation growth through the open cells is desirable. For existing trails, the surface should be leveled to the extent practicable and center humps between wheel tracks and along trail edges should be roughly level to the depth of wheel ruts. Potholes should be filled to the extent that is practical. The installations handle variations in terrain along the course of the trail better than across the trail. An undulating surface is okay, but there shouldn't be more than a 4-inch variation across the surface. The smoother and more nearly level the surface, the cleaner the installation will look and the better the panels will be able to transfer load from one to another. Simple handtools such as shovels and grubbing tools (such as pulaskis) can be used for site preparation. Small backhoes, bulldozers, and/or tillers and weed trimmers may have application at some sites.

Staging--After the pallets of panels have been delivered to the trailhead, they can be broken down and shuttled to the staging areas with ATVs and small ATV trailers. Using double-axle ATV trailers to haul larger loads will increase the efficiency of shuttle operations and minimize trail impacts between the trailhead and staging areas. Machines that are 400 cc or larger are recommended for these operations.

Staging areas should be located along the identified alignment every 500 feet or so. Trail conditions may require that the trail be hardened before heavy loads can be shuttled to distant staging areas. If so, only stage enough panels to construct trail to the next staging area. Stock the staging areas as the trail extends to them. The staging areas should be relatively level and large enough to accommodate stacked panels and assembly areas. An area 20 by 30 feet is usually adequate. If a helicopter will be used to stage the panels, be sure to site the staging areas with clear approaches and leave extra room for drop zones.

Subsection Assembly--It helps to assemble panels into subsections before installing them. Stack panels neatly to the outside of the trail corridor, leaving room to assemble subsections on the trail side of the staging area. With the GeoBlock panels upside down on a flat, level surface, assemble the panels (refer to figure B1 for the panel layout configurations). For a 4.8- or 6.5-foot-wide trail, six panels will form a subunit. For an 8-foot-wide trail, 10 panels will form a subunit. Assembling the panels upside down places the edge tabs closer to the surface, making it easier to screw the panels together.

Either screw the panels together using individual screws or use a automatic-feed screw gun. A Quik Drive No. PHD18R (figure B2) with Quik Drive 3/4-inch TRSD34S screw strips has been used successfully in Alaska. The Quik Drive gun has limited capability to countersink screws, so the panels must be upside down when using this tool. The tool must be slightly modified to allow it to countersink an additional 1/8 inch. To do this, grind off the small raised area on the base collar to increase the depth of drive. Screws should be driven through the center of the overlapping tabs between panels (figure B3). It is not usually necessary to place screws in every tab, but tabs should be fastened in adjacent pairs to pin the panels. At a minimum, a pair of tabs should be fastened on each side of a joint and along the outside edge. Along interior joints, screw a pair of tabs together along every 6 inches of the panel's length.

Photo of a Quick Drive automatic-feed screw gun laying on a panel of GeoBlock.
Figure B2--The Quik Drive automatic-feed
screw gun speeds assembly of the panel
subsections.

Photo of a corner of GeoBlock showing the placement of the screws used to fasten the panels together.
Figure B3--Illustration of the tab-fastening
screw pattern at panel joints.


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