2010-08-10_REVISION - C1981008 ‎(7)‎

• Permit No: C1981008
• IBM Index Class Name: Revision
• Doc Date: 8/10/2010
• Doc Name: Response 4 Revised Section 2.05.3‎(3)‎ Attachment 2.05.3‎(3)‎-8
• From: Western Fuels-Colorado
• To: DRMS
• Type & Sequence: PR6
• Media Type: D
• Archive: No

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Table 4 .8.
I
Rigid pavement design catalog for loves
volume roads: recommended minimum PCC
11.45
slab thickness (inches) forthree levels of axle .
Traffic Level
Relative Quality
quality. Inherent reliability: 50 percent....-
of Roadbed Soil
Low
Medium
High
Very Hood
5
5'A
6%
Good '
6 .
6%
7
Fair •
6
6
7
Poor
6
- 6
7
Very Poor
6
6
7
Rigid pavement design catalog for loves
volume roads: recommended minimum PCC
11.45
47. 'A 4.71 'ON Dui 'uoiieimssv suns uJaisau _wJn7:I onn7 •n7'IPW
REVISED JULY 2006 Attachment 2.05.3(3) -8 -21
slab thickness (inches) forthree levels of axle .
load traffic and five levels of roadbod soil
quality. Inherent reliability: 50 percent....-
- '.
traffic Level
Relative Quality
of Roadbed Soil Low Medium Hich
,
Very Good
5 6 Y. 6
Good
Fair
'a 5r.:'
Poor-
•
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Table 4.8.
Rigid pavement design catalog for low-
volume roads: recommended minimum PCC
stab thickness (Inches) forthree levels of axle
. . ,-
load traffic and five levels of roadbed soil
quality. inherent reliability: 75 percent. '
47. 'A 4.71 'ON Dui 'uoiieimssv suns uJaisau _wJn7:I onn7 •n7'IPW
REVISED JULY 2006 Attachment 2.05.3(3) -8 -21