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

Allowcbie 18 -kip Equivalent
Single Axle Lccd Applications, W -
Mcdul;,s of Aggregate Base Layer, E (psi)
{ 1 l:xa�note a
p` 0 0 c o a r O •$ inCllls •
v ° v ° * o o RD s 2.5 Itches
° M _ 4,900 psi
C s 30,000 psi -
Solution t w, 29,000
(18-kip E S AI s �
e `
Pesil - : n Mcdulus of Roadbed '• ..
Materici, MR (PS'
Thickness of Aggregate - Scse Layer Considered
'or Rutting Criteria, D (inches)
Figuro 4.3. Lesion char, for aggregato- eurfacad roads considering allawabio rur.!.-p,
/I '� U71 ON '3uT 'u0112196ssv s i ana ujalsau _w : i anni •nr 'IPW
REVISED JULY 2006 Attachment 2.05.3(3) -8 -15
Allowable Rut Depth, RD' (inches)