Leica FlexLine TS02 User Manual page 153

Next step
Applications
Soil class Description
6 Rock types that have an inner mineral cohesiveness,
however are fragmented, slaty, soft or weathered.
7 Hard to degrade rock types with a strong inner mineral
cohesiveness and minimal fragmenting or weathering.
Swell factor examples: The values given are approximate only. Values may be
different depending on various soil factors.
Soil type
Silt
Sand
Clay
Topsoil, humus
Sandstone
Granite
• Press NewArea to define a new area.
• Press NewBL to define a new breakline area and calculate a new volume.
• Press @BLPt to add a new point to the existing breakline area and calculate a
new volume.
• Or, press EXIT to exit the application.
Swell factor
1.15 - 1.25
1.20 - 1.40
1.20 - 1.50
1.25
1.35 - 1.60
1.35 - 1.60
Swell factor
1.25 - 1.75
1.30 - 2.00
Weight per cubic metre
2.1 t
1.5 - 1.8 t
2.1 t
1.5 - 1.7 t
2.6 t
2.8 t
FlexLine, 153