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Product Carrier Weight
350 - 1810

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Oil Flow Range
30 - 200 l/min

You can fit the Simex Self Levelling Planers onto skid steer loaders, hydrostatic drive loaders and backhoe loaders. With the option of using multi tooth special drums you can remove horizontal road markings, perform road scarifying or take off the top few millimetres of a concrete or asphalt surface. Maintenance costs can be kept to a minimum since only requirement is the replacement of worn teeth.

SPECIFICATIONS 25.10 35.15 40.15 45.20 55.20 50.20 60.20 75.20 1000 1200 40.35 60.25 100.25
STANDARD DRUM                          
Width (mm) 250 350 400 450 550 500 600 750 1000 1200 400 600 1000
Depth (mm) 0-70 0-110 0-150 0-150 0-150 0-170 0-170 0-170 0-130 0-130 350 250 250
SPECIAL DRUMS                          
Max depth with reduced width 130 150 170 200 200 230 230 230 130 130 350 250 250
Depth adjustment ** ** ** ** ** ** ** ** ** ** ** ** **
Side shift mech/hydr* mech/hydr* mech/hydr* hydr hydr hydr hydr hydr hydr hydr hydr hydr hydr
Transverse tilt - auto* auto* auto/hydr* auto/hydr* auto/hydr* auto/hydr* auto/hydr* auto/hydr* auto/hydr* auto/hydr* auto/hydr* auto/hydr*
Tilt degrees - 16 16 16 16 16 16 16 16 16 16 16 16
Weight (Standard) kg 350 590 660 790 840 900 950 1050 1090 1210 1150 1200 1650
Weight (water kit) kg (1) - 750 820 950 1000 1060 1110 1210 1250 1370 1310 1360 1810
Req OIl Flow l/min 30-60 45-75 65-140 65-140 70-140 90-160 90-160 110-180 95-200 110-200 90-180 90-160 95-200
Req Oil Pressure BAR (2) 240-160 240-160 240-170 300-160 300-160 300-160 300-160 300-180 350-180 350-180 320-180 300-180 350-180
Dust Control *** *** *** *** *** *** *** *** *** *** *** *** ***

Product Disclaimer

* On request

** Independent left and right, mechanical. Hydraulic optional.

*** Water spray dust control kit for mini-loader cab with electric pump or integrated in side shift with electric pump.

1) User is responsible for ensuring that the equipment meets the prime mover’s specifications and weight requirements.

2) Pressure must be inversely proportional to the flow rate available and vice versa.