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Is that based on the 2002 version of AASHTO?  I'd like to use this for the bridge design portion of my PE test in October because I don't really want to buy AASHTO 2002 just for this test.   
 

Brian S. Bossley, EIT
Ventura Engineering
7610 Olentangy River Rd.
Columbus, OH 43235
(614) 847-1110 x121

-----Original Message-----
From: DAN NOVAK [mailto:DAN.NOVAK(--nospam--at)ttisg.com]
Sent: Wednesday, September 22, 2004 11:18 AM
To: 'seaint(--nospam--at)seaint.org'
Cc: 'Peggy Dall'
Subject: RE:

This is the Caltrans version of AASHTO and has the figures of the HS20 loads,  Section 3

 

 

http://www.dot.ca.gov/hq/esc/techpubs/manual/bridgemanuals/bridge-design-specifications/page/section3.pdf

 

Dan Novak

-----Original Message-----
From: Peggy Dall [mailto:pdall(--nospam--at)metwood.com]
Sent:
Monday, September 20, 2004 8:27 AM
To: seaint(--nospam--at)seaint.org
Subject:

 

Does anyone know where H20 loading comes from and what it defines?  I'm working on a small bridge and we want to be sure that we're designing for the correct loads.  Also, is there a special spec for say, firetruck loads?  Thanks in advance.

 

P. Dall