Apr 08, 2016 · Choker Course for Asphalt Pavement. RW11 (Civil/Environmental) (OP) 8 Apr 16 18:05. I have an existing pervious concrete parking lot project that the client is asking to replace with conventional asphalt. I need to utilize the stone base (ASTM #4) for storm water management. I am looking for some ideas as to if a choker course is needed for the ...
Many porous pavements have been constructed since the late 1970s. ... n A stabilizing course or "choker course" consisting of a clean single-size crushed stone smaller than the stone in the recharge bed to stabilize the surface for paving equipment. n An open-graded asphalt surface
The choker course should be a well graded material that inter-locks the surface of the under lying permeable base and provides a working surface for construction of the bituminous layers. The permeable base layer is typically 200mm/250mm deep. All materials used as permeable aggregates comply with the More › More Courses ›› View Course
In bioretention systems a choker layer of ≥ 100 mm depth is the recommended method to prevent migration of finer filter media into the underlying storage reservoir aggregate . These same mid-sized granular materials are recommended for use in Stormwater planter underdrains and may be useful in the fine grading of foundations courses for permeable pavements .
A stabilizing course or “ choker course” consisting of a clean single-size crushed stone smaller than the stone in the recharge bed to stabilize the surface for paving equipment. An open-graded asphalt surface with interconnected voids that allow stormwater to flow through the pavement into the stone recharge bed. n n . DESIGN
A choker course is not necessary for polyethylene molded block products, since they ride on the surface of the open graded base course. It is necessary for brick pavers, pervious concrete and porous asphalt. You should select choker course materials carefully so as not to have them migrate into the base and create settlement problems.
slideshare.netImage: slideshare.netn A stabilizing course or “choker course” consisting of a clean single-size crushed stone smaller than the stone in the recharge bed to stabilize the surface for paving equipment. n An open-graded asphalt surface with interconnected voids that allow stormwater to flow through the pavement into the stone recharge bed. DESIGN The design of a porous pavement
Open-graded friction courses (OGFC) are now designed using the Superpave or Marshall method with requirements for minimum air voids. The use of a choker course over the stone recharge bed is now considered an optional step. When using a choker course, it is important that the aggregate be sized for the stone recharge aggregate.
Porous asphalt pavements with stone reservoirs are a multifunctional, low impact development technology that ... placed on top; this is called the stabilizing course or choker course. The last layer consists of one or more layers of porous asphalt mixes with interconnected voids that allow water to
Porous asphalt pavements have been used for more than 30 years around the United States to minimize the environmental impact of pave ments. ... followed by an optional "choker" course of single ...
WSDOT Permeable Ballast (9-03.9 (2) ¾ to 2.5 inches) with a 1- to 2-inch deep choker course consisting of the same aggregate gradation that is use for the pavement wearing course (see below). ¾- to 1½-inch, clean coarse, crushed rock aggregate with 0 to 2 percent passing the 200 sieve.
These can be constructed as full-depth porous pavements, where water drains through the pavement to the soil; or they can be constructed as an open-graded friction course (OGFC), which helps move water to the side of a pavement, improving friction while reducing both road spray and noise.
The general guidelines for the porous asphalt pavement design are: 1 Consider the location for porous pavements early in the site design process. 2 Soil infiltration rates of 0.1 to 10 inches/hour work best. 3 Minimum depth to bedrock or seasonal high water should be greater than two feet. 4 The bottom of the infiltration bed should be flat to maximize the infiltration area. 5 Limit the maximum slope of porous pavement surface to 5 percent. For parking areas on steeper slopes, terrace the parking areas with berms between parking areas. 6 Look for opportunities to route runoff from nearby impervious areas to the infiltration bed to minimize stormwater structures. Pretreatment may be required. 7 Spread out the infiltration. The maximum ratio of impervious to pervious area should be 5:1. For carbonate soils where there is a risk of sinkholes, the maximum ratio should be 3:1. Do not place porous pavements over known sinkhole areas. 8 The design should provide for an alternate path for stormwater to enter the stone recharge bed in the event that the pavement surface becomes plugged or experiences extreme storm events. 9 An overflow system should be included to prevent water in the stone bed from rising into the pavement surface during extreme storm events. 10 The stone recharge bed should be able to drain within 12 and 72 hours.
A geotextile fabric that allows water to pass through, but prevents migration of fine material from the subgrade into the stone re charge bed. A stone recharge bed consisting of clean single-size crushed large stone with about 40 percent voids.