2010-05-25_REVISION - C1981008 ‎(33)‎

• Permit No: C1981008
• IBM Index Class Name: Revision
• Doc Date: 5/25/2010
• Doc Name: Response 1 Revised Pages Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-8
• Type & Sequence: PR6
• Media Type: D
• Archive: No

- •;fig Raab E�
r �
Table 4.8. Rigid pavement design catalog for low-
11.45
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REVISED JULY 2006 Attachment 2.05.3(3) -8 -23
volume roads: recommended minimum PCC
Traffic Level
slab thickness (inches) fortl:rse levels of axle ,
load traffic and five levels of roadbed soil
of Roadbed Soil
Low
quality. Inherent reliability: 60 peroant
High
' Very Good
5
5%
'
Traffic Leval
-
Ralati Quality
7
of Roadbed Sall Low Mediums High
6
6
7
Poor
yen► Good
S 5 'i4
7
Very Poor
`.
6
Good
S g'z 6:
Fair
6 5'r;' e!h. ' ...
' �,,•,. _•; :x', <
��77
V �.
tit
-• '
.^.. •'ter•'•' ;'"
• Y -
. .:1:•...
'
'
ZM.
', is ,t s •' �+:+:. st
r
. .. '. r .'ti
'�:• ter. Y
Table 4.9.
Rigid pavement design catalog for loves
r
volume roads: recommended minimum PCC
"
slab thickness (inches) forthree levels of axle
load traffic and five levels of roadbed soli '
quality. Inherent reliability: 75 percent
47 ',I 4F7. /'oN Jut 'uoilvi3ossw siona uJOlsm _w an7:1 onn7 W jvLm
REVISED JULY 2006 Attachment 2.05.3(3) -8 -23
Traffic Level
Relative Quality
of Roadbed Soil
Low
Medium
High
' Very Good
5
5%
6%
Good '
5
6'A
7
Fair •
6
6
7
Poor
6
- 6
7
Very Poor
6
6
7
47 ',I 4F7. /'oN Jut 'uoilvi3ossw siona uJOlsm _w an7:1 onn7 W jvLm
REVISED JULY 2006 Attachment 2.05.3(3) -8 -23