School of Civil and Construction
Spring
2017
Text: No required texts
1)
AASHTO LRFD Bridge Design Specifications
Midterm around
midMay
Design moment and
shear envelope data will be here
Professor

Christopher Higgins, PhD, PE 
Office 
Owen 348 
Telephone 
(541) 7378869 
Email 

Office Hours 
T and Th 9:00 AM 10:00 AM or by appointment 
Teaching Assistant 

Office 

Telephone 

Email 

Office Hours 

Homework
Bridge Drawings No 1 and No 2
please note that the cantilever spans are to be 8 ft and main span is to be 32 ft
and not as show in scanned drawings
HW#2 and Data from Woodburn Northbound May
2005 (Due 4/25/17)
HW#3 (Due 5/2/17)
HW#4
Due
HW#5
Due May
Standard
detail for curb and rail for HW #5 Deck Design
HW#6
Due May
HW#7
Due May
HW#8
Due with project at end of quarter
Videos:
How
to run moving analysis program and interpret output (Start
Here 1 __ How
to 1 __ How to 2 and How
to 3)
Deck
equivalent strips Part 1 and
Part 2
Span Lengths to use in distribution factor equations
Example
Problem PDF and Video Part 1
Example
Problem Video Part 2
Example
Problem Video Part 3
LINK to 3span analysis program to solve
HW7 additional problem for moment in cap beam
(it uses same trucks13.dat input file and your Locs.dat file
should look like this:
0
0
Click here for EXCEL SPREADSHEET WITH DESIGN VALUES (Use for your
redesign)
HW#1
Bridge Spotting and Report (due //17)
HW#2
Load Modeling from Oregon WIM data (due //17) Solution
HW#3
Analytical Influence Lines (due //17) Solution
HW#4
Quantitative Influence Lines (due //17) Solution
HW#5
Bridge Deck and Overhang Design (due //17) Solution
HW#6
DC and DW for Existing Bridge with DW DC calcs in
Excel (due //17) Solution
HW#7
Bridge Girder Load Distribution Factors and Design Envelopes (due //17)
Solution
HW#8 Development length, effective flange
width, moment check, and shearmoment check (due with project)
HW
#9 Design Main girders for moment (due with project)
Final
Report: Shear design, detailing, and design drawings for bridge redesign (due
6/15/17 by noon)