GB
Model
Engine
Engine Power (Hp / kW)
Engine RPM
Weight (Kg)
2
Static Pressure (kg/m
)
Centrifugal Force (kN)
Frequency (Hz)
Max Gradient (°)
Maximum Travel Speed (m/min)
*3-Axis Vibration (m/sec
Noise Level (dB(A))
* Minimum level to EN500 Part 4
GB
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.
Technical Data
700
1205
Honda
GX200
5.5/4.0 4.2/3.1
3000
176
1351
35
81
20
27
2
)
3.1
108
Reasons For Compaction
400
/
500
/
600
RPX 35/40
Hatz
Hatz
1B20
Honda
1B20
Electric
GX200
Start
4.2/3.1
5.5/4.0 4.2/3.1
3000
3000
3000
187
189
1800
1436
1449
1104
35
35
35
81
81
81
20
20
20
27
27
26
2.4
2.4
3.1
108
108
108
10
326
809
RPX 35/50
Hatz
Hatz
1B20
Honda
1B20
Electric
GX200
Start
4.2/3.1
5.5/4.0 4.2/3.1
3000
3000
3000
191
194
185
1172
1190
944
35
35
35
81
81
81
20
20
20
26
26
25
2.4
2.4
3.1
108
108
108
RPX 35/60
Hatz
Hatz
1B20
1B20
Electric
Start
4.2/3.1
3000
3000
196
207
1000
1057
35
35
81
81
20
20
25
25
2.4
2.4
108
108