RADIAL 16 CANAL AND ROAD BETWEEN 5 RING AND 30 DE …
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RADIAL 16 CANAL AND ROAD BETWEEN 5 TH RING AND 30 TH DE AGOSTO CURICHI International Senior Design Project
Transcript of RADIAL 16 CANAL AND ROAD BETWEEN 5 RING AND 30 DE …
RADIAL 16 CANAL AND ROAD BETWEEN 5TH RING AND 30TH DE AGOSTO CURICHI
International Senior Design Project
I l S D•International Senior Design• Walter Henry School• Design Project
Introduction
International Senior Design 2008 International Senior Design 2008 Tip Third Engineering
Outline
Santa Cruz, Bolivia Santa Cruz, Bolivia Project Site Methods and Procedures Methods and Procedures Design Options
Fi l R d i Final Recommendation Cost Benefit Analysis Conclusion Questions
General Backgroundg
Project Backgroundj g
M h d d P dMethods and Procedures
Santa Cruz, Bolivia,
Michigan Technological Universityg g y
Water calculations Roadway calculationsy Project estimate and schedule AutoCAD drawings AutoCAD drawings
Watershed
Existing Conditionsg
Section D
Section C
5th Ring
Section BCurichi
Section A
30th de Agosto Curichig
Formation Formation Landfill
R i S Rainy Season Curichi Health
Existing Conditionsg
Canal DesignCanal Design
5th Ring Intersectionand Existing Catch Basin
Section Under RoadAt 5th Ring
Curichi
Canal Design Optionsg p
Canal Canal Underground Pipe Earthen Earthen Concrete Lined
Underground Pipeg p
Slope/Grade Slope/Grade 5th Ring Intersection
Earthen Canal
Concrete Lined Canal
Canal Layouty
Canal/Box Culvert Transition
Box Culvert/Catch Basin Transition
Canal Section
Inlet at Curichi
Canal Summaryy
Canal Summary
Canal Recommendation
Open Canal Open Canal1 kilometer 126 Days
(1 Construction Season)
Box Culvert$364,000
(2,543,000 Bolivianos)
11 meters
Box Culvert / Sediment Trap Extension14 meters
Road Design Optionsg p
Roadoad Asphalt Gravel Concrete
Asphalt Pavementp
Advantagesg Less maintenance than
gravel road Less dust than gravel road Easier maintenance than
non reinforced concrete non-reinforced concrete pavement
Disadvantages High Initial Cost Poor resistance to fatigue
failure Availability of Equipment
Gravel Road
Advantagesg Relatively low initial cost Constructed using simple
equipment
dDisadvantages Requires continuous
maintenancemaintenance Dust Sediments entering canalg
Non-Reinforced Concrete Pavement
Advantagesg Durable Low maintenance Experienced labor Bolivian Standard
Disadvantages Higher initial cost Expensive to repair
Road Recommendation
Non-Reinforced Concrete Road $395,000 (2,764,000 Bolivianos)
OR
Temporary Gravel Road $76 000 (527 000 Bolivianos) $76,000 (527,000 Bolivianos) ~20% Cost of NRC Future Base
120 Days Future Base
Benefits
Conclusion
In Santa Cruz In Houghton In Houghton Overall Experience
Acknowledgements g
Ing. Linda Phillips Ing. Dennis Magolan
Amanda Schmidt – ISD August MentorKarina Jousma – ISD August Mentorg g
Ing. Mike DrewyorIng. Waldo Varas
Ing. Juan Carlos MartinezIng. Javier Marín
Sr. Horacio Cardenas
gDr. Brian Barkdoll
Sub-Alcaldesa. Jannet CarmonaIng. Kendy Montenegro
Ing. Edil AponteSr. Moisés Herbas Rico
Heather WrightMarilyn Phillips
Lic. Carmen Arias PalaciosGiancarlo Calbimonte – ISD August Mentor
Faculty and Staff of the Colegio Walter Henry SchoolDr. Dan Hinojosa and family
Aerial EngineeringCinco Cero EngineeringCinco Cero EngineeringDon Jaguar Engineering
Señor Design Engineering
M I f i A il blMore Information Available
Q i ?Questions?
