3
2
5
Model
Engine
Engine Power (Hp / kW)
Engine RPM
Weight (lbs)
Compaction Force (PSI)
Centrifugal Force (lbf)
Frequency (Hz)
Max. Gradient (°)
Maximum Travel Speed (ft/min)
2
*3 Axis Vibration (m/sec
Sound Power (dB(A))
* Minimum level to En500 Part 4
Soil, which has been disturbed or new in ll, subbase and blacktop, will have small voids or air pockets which, if not compacted, will
lead to one or more problems occurring.
1. As traf c crosses the surface of an uncompacted area, the material is compressed. This leads to subsidence of the top surface
as the material lls the voids.
2. A similar situation occurs with static loads on uncompacted ground. The load (e.g. a building) will sink.
3. Materials with voids are more susceptible to water seepage, leading to erosion. Water ingress may also cause the soil to
expand during freezing temperatures and contract during dry spells. Expansion and contraction is a major cause of damage to
building foundations and normally leads to the structure requiring underpinning.
Compaction increases the density of the material and therefore increases its load bearing capacity. Reduces air voids and therefore
reduces the risk of subsidence, expansion and contraction, due to ingress of water.
Machine Description
7
6
550
700 / 800
Technical Data
)
Reasons For Compaction
4
8
1
9
945
RPC 60/80
Honda GX390
9.4 / 7.0
3000
837.8
1.74
13488.5
70
20
85.3
7.28
109
15
1. Throttle lever.
2. Recoil Starter Handle.
3. Fuel Tank.
4. Lifting Point.
5. Handle Release Catch.
6. Forward / Reverse Control Handle.
7. Main Handle.
8. Belt Guard.
9. Key Start
RPC 60/80D
RPC 60/80DE
Hatz 1D81Z
Hatz 1D81Z E/S
15.0 / 11.0
15.0 / 11.0
3000
3000
1047.2
1106.7
2.52
2.73
13488.5
13488.5
70
20
83.6
83.6
6.48
6.48
109
70
20
109