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TECHNICAL SPECIFICATION
PADDOCK SLAB
MESH STRUCTURE WITH CONNECTION SYSTEM
Old Pilkington Tiles Site
Rake Lane Swinton
Greater Manchester M27 8LJ
+44 (0)161 850 1965
info@hahnplastics.co.uk
www.hahnplastics.com
HA
HN PLAST
ICS
YEA
R
WARR AN
TY
100% recycled
100% recycleable
KEY FACTS
»	 Ideal aperture size for horses
»	 Excellent water permeation through the surface
»	 Durable, non-rotting and weather resistant
»	 High stability due to strong web
»	 Frost and UV-resistant
»	 Low maintenance and cost effective
throughout the product life
»	The lightweight interlocking design enables
ease and speed of installation
»	Paddock Slab reduces the carbon footprint of a
project and it is completely recyclable
SPECIFICATIONS
Length		50 cm – 19.69”
Width		40 cm – 15.75”
Height		4 cm – 1.58”
Weight/slab		 2.1 kg – 4.63 lbs
Weight/m2
		10.5 kg – 23.15 lbs
Coverage/slab	 0.20 m² – 2.15/ft²
Coverage 	 	 5 units/m² – 5 units = 10.76 ft²
Items/pallet		 100 units
Coverage/pallet	 20 m² – 215.28 ft²
Material 		 100% recycled polythene and polypropylene
Connection 		 T slugs and slots
Colour		Black
Permeable design
Offers excellent water permeation
through the surface.
Perfect design
Ideal for horses.
Ground erosion
Prevents erosion of earth, ideal at
gateways and feeding points.
Environmentally friendly
Manufactured from 100%
recycled plastic.
Stable
Connection fit improves stability
once units are in position.
Load capacity
Suitable for load class SLW 60
according to DIN1072.
Old Pilkington Tiles Site
Rake Lane Swinton
Greater Manchester M27 8LJ
+44 (0)161 850 1965
info@hahnplastics.co.uk
www.hahnplastics.com
100% recycled
100% recycleable
PADDOCK SLAB
TESTING ON ARTIFICIALLY MADE BEDDING
TECHNICAL SPECIFICATION
Test load (kN) Crack detection Breaking force (kN) Test temperature
180 None 225 20 °C – 68 °F
180 None 228 20 °C – 68 °F
TESTING ON RIGID BASE
Test load (kN) Crack detection Load at plastic deformation (kN) Test temperature
180 None 257 20 °C – 68 °F
180 None 263 20 °C – 68 °F
EVALUATION OF TEST RESULTS
All the tested Paddock Slabs are capable of bearing the passage of a category SLW 60 heavy duty truck. Sufficient load
bearing capacity of the ground according to the provisions of ZTV SoB 04 [2] is a prerequisite. The tested ground
reinforcements are suited for application in fire lanes and parking areas for heavy utility vehicles.
LAYING INSTRUCTIONS
For areas under heavy usage (riding arena, lunging ring) we recommend an installation in layers consisting of a base layer,
an equalising layer, the paddock slab with filling material as separating layer and a top layer or footing.
A permeable layer (approx. 20–25 cm (7.87–9.84”)) of crushed rock, lava or gravel 2 is applied to soil with good bearing
capacity 1 and compacted afterwards. A 2–4 cm (0.79–1.57”) equalising layer of grit 3 is subsequently applied and levelled.
The slab 5 serves as separating layer. It is filled with grit, sand or gravel and prevents the mixing of base and footing
layer. Separation can be improved by placing a permeable fibrous web 4 under the slab.
Finally, the footing 6 is applied. It may consist of sand, wood chips, fabric
based or similar material.
For use in less stressed areas (paddocks, feedlots, access paths) the sub-base
can be reduced according to the expected strain or the slab can even be
placed directly on natural ground.
It cannot be guaranteed though that the slab will not sink into the ground.
6
1
2
3
4
5
6
1
2
3
4
5

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Paddock Slabs Technical Specs

  • 1. TECHNICAL SPECIFICATION PADDOCK SLAB MESH STRUCTURE WITH CONNECTION SYSTEM Old Pilkington Tiles Site Rake Lane Swinton Greater Manchester M27 8LJ +44 (0)161 850 1965 info@hahnplastics.co.uk www.hahnplastics.com HA HN PLAST ICS YEA R WARR AN TY 100% recycled 100% recycleable KEY FACTS » Ideal aperture size for horses » Excellent water permeation through the surface » Durable, non-rotting and weather resistant » High stability due to strong web » Frost and UV-resistant » Low maintenance and cost effective throughout the product life » The lightweight interlocking design enables ease and speed of installation » Paddock Slab reduces the carbon footprint of a project and it is completely recyclable SPECIFICATIONS Length 50 cm – 19.69” Width 40 cm – 15.75” Height 4 cm – 1.58” Weight/slab 2.1 kg – 4.63 lbs Weight/m2 10.5 kg – 23.15 lbs Coverage/slab 0.20 m² – 2.15/ft² Coverage 5 units/m² – 5 units = 10.76 ft² Items/pallet 100 units Coverage/pallet 20 m² – 215.28 ft² Material 100% recycled polythene and polypropylene Connection T slugs and slots Colour Black Permeable design Offers excellent water permeation through the surface. Perfect design Ideal for horses. Ground erosion Prevents erosion of earth, ideal at gateways and feeding points. Environmentally friendly Manufactured from 100% recycled plastic. Stable Connection fit improves stability once units are in position. Load capacity Suitable for load class SLW 60 according to DIN1072.
  • 2. Old Pilkington Tiles Site Rake Lane Swinton Greater Manchester M27 8LJ +44 (0)161 850 1965 info@hahnplastics.co.uk www.hahnplastics.com 100% recycled 100% recycleable PADDOCK SLAB TESTING ON ARTIFICIALLY MADE BEDDING TECHNICAL SPECIFICATION Test load (kN) Crack detection Breaking force (kN) Test temperature 180 None 225 20 °C – 68 °F 180 None 228 20 °C – 68 °F TESTING ON RIGID BASE Test load (kN) Crack detection Load at plastic deformation (kN) Test temperature 180 None 257 20 °C – 68 °F 180 None 263 20 °C – 68 °F EVALUATION OF TEST RESULTS All the tested Paddock Slabs are capable of bearing the passage of a category SLW 60 heavy duty truck. Sufficient load bearing capacity of the ground according to the provisions of ZTV SoB 04 [2] is a prerequisite. The tested ground reinforcements are suited for application in fire lanes and parking areas for heavy utility vehicles. LAYING INSTRUCTIONS For areas under heavy usage (riding arena, lunging ring) we recommend an installation in layers consisting of a base layer, an equalising layer, the paddock slab with filling material as separating layer and a top layer or footing. A permeable layer (approx. 20–25 cm (7.87–9.84”)) of crushed rock, lava or gravel 2 is applied to soil with good bearing capacity 1 and compacted afterwards. A 2–4 cm (0.79–1.57”) equalising layer of grit 3 is subsequently applied and levelled. The slab 5 serves as separating layer. It is filled with grit, sand or gravel and prevents the mixing of base and footing layer. Separation can be improved by placing a permeable fibrous web 4 under the slab. Finally, the footing 6 is applied. It may consist of sand, wood chips, fabric based or similar material. For use in less stressed areas (paddocks, feedlots, access paths) the sub-base can be reduced according to the expected strain or the slab can even be placed directly on natural ground. It cannot be guaranteed though that the slab will not sink into the ground. 6 1 2 3 4 5 6 1 2 3 4 5