ZORN INSTRUMENTS ZFG 3000 ECO, User Manual

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Table A
Number of authoritative traffic load construction class
more than 3200 SV
1800 to 3200 I
900 to 1800 II
300 to 900 III
60 to 300 IV
10 to 60 V
up to 10 VI
Table B
Road type construction class
Highway SV, I, II
main street, walking path with a heavy traffic load II, III
walking path with traffic load IV
service road, walking path V
service road, Wheelchair-accessible residential street VI
Section 14.3.5:
...
Table 9: Guide value for correlation of static deflection modulus E
v2
or dynamic deflection
modulus E
vd
to compaction ratio D
pr
for course-grained soils groups
Soils group
Static deflection
modulus E
v2
in MN/m²
Dynamic deflection
modulus E
vd
in MN/m²
Compaction ratio
D
pr
in %
GW, GI 
120

100

80

70

65

50

40

30

103

100

98

97
GE, SE, SW,SI 
80

70

60

50

40

35

100

98

97