130-6 Specifications
V25/VX30G/VSK25/VSK30G Vacuum Excavators
M
ATERIAL
D
ENSITY
C
HART
Material weight of water is 8.3 lb/gal.
Material weight of water with bentonite is 8.5–8.7 lb/gal.
Specific
Gravity
lb per
cu ft
lb per
cu yd
kg per
cu m
Material Weight - lb/gal
0% H
2
0
25% H
2
0
50% H
2
0
75% H
2
0
Earth, loam, dry, excavated
1.25
78
2106
12479
10.4
9.9
9.4
8.8
Earth, moist, excavated
1.44
90
2430
1442
12.0
11.1
10.2
9.2
Sand, loose
1.44
90
2430
1442
12.0
11.1
10.2
9.2
Caliche
1.44
90
2430
1442
12.0
11.1
10.2
9.2
Earth, packed
1.52
95
2565
1522
12.7
11.6
10.5
9.4
Earth, wet, excavated
1.6
100
2700
1601
13.4
12.1
10.8
9.6
Sand, dry
1.6
100
2700
1601
13.4
12.1
10.8
9.6
Clay, wet lump
1.6
100
2700
1601
13.4
12.1
10.8
9.6
Sand, rammed
1.68
105
2835
1682
14.0
12.6
11.2
9.7
Gravel, dry, 1/4–2˝
1.68
105
2835
1682
14.0
12.6
11.2
9.7
Earth, soft loose mud
1.73
108
2916
1730
14.4
12.9
11.4
9.8
Sand and gravel, dry
1.73
108
2916
1730
14.4
12.9
11.4
9.8
Clay, wet excavated
1.83
114
3078
1826
15.2
13.5
11.8
10.0
Sand, water-filled/wet
1.92
120
3240
1922
16.0
14.1
12.2
10.2
Earth, dense
2
125
3375
2002
16.7
14.6
12.5
10.4
Sand and gravel, wet
2
125
3375
2002
16.7
14.6
12.5
10.4
Gravel, wet, 1/4–2˝
2
125
3375
2002
16.7
14.6
12.5
10.4
Sand, wet packed
2.08
130
3510
2082
17.4
15.1
12.8
10.6
Summary of Contents for McLaughlin V25
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