Dan Vroom Ryan LaReau David Westlund Eric Eylander
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Transcript of Dan Vroom Ryan LaReau David Westlund Eric Eylander
Dan Vroom Ryan LaReau David Westlund Eric Eylander
Team Bridge
Project Selection
• Structural Engineering• Hydraulic Engineering• Local Flavor• Multiple Interested Parties• Possibility of Implemenation
Project Location
Image courtesy of Bing Maps
Project Location
Image courtesy of Bing Maps
Project Definition
The primary goal is conveyance. This crossing must be:
1. Safe
2. Economical
3. Attractive
Design Considerations
• Trust– Safety– Accountability
• Caring– Wheelchair accessibility– ADA compliance– Environmental impact
Little Heron Ct.
Location #1• 165 ft. span, 10 ft. elevation difference.• Too expensive
Location #2• Bank to Bank, 100 ft.
Little Heron Ct.
Final Location• 65 ft. span, 8 ft. wide.• Steel structure covered in wood.
Little Heron Ct
Bridge Alternative
• Determining Loads– Live Load: 148.85 psf • Motorized Wheelchair and Passenger
– Snow Load: 40 psf– Dead Load: 10 psf + 38.17 plf (Line Load)
RAM Modeling
Beam Design Summary
No. Item Unit Quantity
1 W8x10 LF 329
2 W12x19 LF 39
3 W12x35 LF 19.5
4 W10x33 LF 27
5 W24x68 LF 91
6 W24x76 LF 45.5
Bridge Profile
Bridge Cross-Section
Bridge Model
Culvert Alternative
The culvert design is at the same location as the bridge. The reasons for designing it are:
• Providing an alternative to the bridge• Comparing costs of more than one solution• Expanding the scope of the project to ensure
it best suits the needs of the clientele
Culvert DesignApril 6 storm event: Approximate 20 year, 2 hr. storm
Peak Discharge
• Drainage area is 148.3 acres.• SCS Method insists on 25 year return period.• Rainfall depth is 4.45 inches for 25-yr storm• Peak discharge:– 2-Yr Storm: 102 cubic feet per second– 25-Yr Storm: 276 cubic feet per second– 100-Yr Storm: 426 cubic feet per second
Culvert Design
HEC-RASMDNRE requirements – 100 Yr Storm impactTwo box culverts– 12’ x 6’ at channel bottom– 6’ x 3’ on floodplain
Culvert Model
Path Design
The paths must be ADA compliant. This means the design must have:
• The shallowest slope feasible• No steeper than a 1:12 slope• Landings that are 60” clear every 30” of rise or
40’ run (and 5’x 5’ for changes in direction)• Railings
Path Design
• 6’ wide• Minimize tree removal• Possible expansion of landings for benches• Retaining structures• 1% slope across the path to allow for storm
water runoff
Path Design
Path Design
North Path Design
Path Design
Part of South Path Design
Little Heron Court
South End of Bridge
Path Design
Part of South Path Design
Path Design
Crossing Through Parking Lot to Ministry Center Entrance
Cost Estimates
• Bridge--$56,863.23
• Culvert--$18,000
• Path (with railings, fill, and retaining
structures)--$6,908.62
Conclusion
• Met our design goals
• Learned importance of project management
• Gained experience with real world design
Future Work
• Woodlawn CRC• Calvin Physical Plant• ASCE Meeting• Holland Home
Acknowledgements• Professor J. Aubrey Sykes for proposing the project and remaining as a
contact from Woodlawn Christian Reformed Church. • Professor Leonard De Rooy for advising the team throughout the process.• Professor Robert Hoeksema for help in preliminary hydraulic analysis• Mr. Roger Lamer for aiding the team as the industrial consultant.• Mr. Phil Beezhold for acting as the team’s contact from Calvin College’s
Physical Plant.• Mr. Scott Hull for being the project’s contact from the Holland Home
and Raybrook Estates.• Mr. Brad Boomstra from the Kent County Drain Commissioners Office for
providing pertinent information about Whisky Creek.• Bridge Specialist Mark Becker from EXCEL Bridge Manufacturing Co. for
providing professional advice regarding bridge design considerations.
Questions