LSS. S3Q.
:
S
§
S
:
WHEEL
VALUE
Fr
LOAD
w
7000
INV
6000
§
YALUE
3000
1000
G00
G00
600
Jeg
BEARING
IN L&s.
SaneTT
nn
9°08"b4eat atehe?.
OCG Q
be
2.
Oo)
Cex
e. SC¢,se:
PCD
OC
BEARING
SUB -GAAD,
ON
Roz BEARING
NOTE
ASSUMED REACTION
SRRAVACRAHS SOON
VALUE
Of MATERIAL
CURVES ARE BASED ON A
PARPABAOLOIDS .
DIAGRAMS
IN LBS. / SQ. FT.
LIMITING
SLOPE
ARE ASSUMED
OF LOAD
TO BE
REQUIRED
THICKNESS
IN
INCHES
OVERLYING
MATERIAL OF
A
GIVEN
iF
OMS TRIBUTION
FAE REACTION
S
FIGURE 5 .9-3
FLEXIBLE
PAVING
DESIGN
5-79