Standard |
Provides the fundamentals of proper highway design. Students have opportunities to participate in actual field stakeout, measurement, and solution of design problems given specific parameters. Topics include: land transportation systems; ground and aerial route survey methods; circular, compound, reverse, and parabolic curves and spirals; highway design safety and limitations; intersections and interchanges; plot and field stakeout; and topographic planning.
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Competency Areas |
Hours
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Land Transportation Systems |
Class |
4 |
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Ground and Aerial Route Survey Methods |
D. Lab |
6 |
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Circular, Compound, Reverse, and Parabolic Curves and Spirals |
P. Lab/O.B.I. |
0 |
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Highway Design Safety and Limitations |
Credit |
7 |
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Intersections and Interchanges |
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Plot and Field Stakeout |
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Topographic Planning |
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Prerequisite/ Corequisite: |
DDS 218 |
Course Guide |
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Competency |
After completing this
section, the student will: |
Hours |
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Class |
D.Lab |
P.Lab/ O.B.I. |
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LAND TRANSPORTATION SYSTEMS |
5 |
0 |
0 |
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Introduction |
Describe the following: the national interstate and defense highway system, the federal highway system, state highway systems, county and local road systems, and city street systems. |
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Describe highways in terms of partial or full control. |
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Highway planning |
Discuss urban and rural theories of highway planning. |
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Discuss economic, social, and environmental factors affecting highway location and design. |
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GROUND AND AERIAL ROUTE SURVEY METHODS |
8 |
8 |
0 |
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Ground survey methods |
List the primary products of the preliminary reconnaissance survey, the reconnaissance survey of selected routes, and the location survey. |
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Describe how horizontal and vertical control is achieved on route surveys. |
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Stakeout a route centerline using the transit-tape method. |
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Aerial survey methods |
Describe how photogrammetric mapping facilitates location selection. |
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Identify how mosaic photographs, continuous strip photographs, and oblique photographs are used in route selection. |
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CIRCULAR, COMPOUND, REVERSE, AND PARABOLIC CURVES AND
SPIRALS |
8 |
8 |
0 |
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Circular curves |
Identify on a circular curve: point of curve, point of tangent, point of intersection, vertex, long chord, tangent distance, middle ordinate, and external distance. |
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Express curve sharpness by radius degree of curve--arc basis, and degree of curve--cord basis. |
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Solve curve computations for length of curve. |
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Calculate curve stakeout data for deflection angles. |
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Stakeout a circular curve using deflection angles. At least one transit setup should be on the curve. |
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Parabolic (vertical) curves |
Given both intersecting grades and the maximum allowable change in grade per station, compute the elevation of the final grade at each station on the vertical curve. |
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Stakeout a vertical curve. |
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Spiral curves |
Calculate superelevation given the design speed of the highway. |
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Given the central angle, degree of curvature, length of the spiral (300' minimum), compute stakeout data for a spiral (easement) curve. |
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HIGHWAY DESIGN SAFETY AND LIMITATIONS |
4 |
0 |
0 |
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Highway design safety and limitations |
Describe specification for: lane width, pavement thickness, sight distance, shoulder construction, signage, drainage, turn radius, and maximum grade. |
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INTERSECTIONS AND INTERCHANGES |
5 |
0 |
0 |
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Simple intersections |
Describe plain, flared, and channelized intersections. |
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Describe T and Y intersections with grade separation. |
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Complex intersections |
Describe traffic circles and their advantages and disadvantages. |
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Describe the diamond interchange. |
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Describe the split-diamond interchange. |
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Describe cloverleaf intersections. |
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Describe directional interchanges. |
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PLOT AND FIELD STAKEOUT |
4 |
30 |
0 |
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Given topographic data for a tract of land and all design data, stakeout the centerline, and horizontal and vertical curves and slopes required to complete a road. |
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TOPOGRAPHIC PLANNING |
6 |
14 |
0 |
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Make a preliminary survey to include horizontal curves and topographic data. |
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Record data appropriately in the field book. |
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Identify the items located in the proposed right of way on which topographic data should be collected. |
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Design proposed roadway segment integrating topographic data in alignment and profile drawings, cross sections plotted, grades and volumes determined, and other considerations such as drainage, etc. |
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Discuss right of way and construction considerations related to topographic data collected in planning and design phases. |
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Suggested Resources |
Books
American Association of State Highway &
Transportation Officials. (1981). Guide
for accommodating utilities within highway right-of-way. Washington, DC:
Author.
American Congress on Surveying and Mapping.
(Year). Measuring practice on the
building site. Falls Church, VA: Author.
Barnes, W. M. (1988). Basic surveying. Stoneham, MA: Butterworth-Heinemann.
Brinker, R. C., & Wolf, P. (1984). Elementary surveying. New York: Harper
& Row.
Kavanagh, B. F. (1988). Surveying: With construction applications. Englewood Cliffs, NJ:
Prentice Hall.
Mumford, L. (1989). Highway sight distance design issues. Washington, DC:
Transportation Research Board.
Ross, S. S. (1989). Highway design reference guide. New York: McGraw-Hill.
Ross, S. S. (1989). Human performance & highway visibility: Design, safety, &
methods. Washington, DC: Transportation Research Board.
Stull, P. (1987). Construction surveying & layout. Carlsbad, CA: Craftsman.
Whyte, W. S., & Paul, R. E. (1985). Basic metric surveying. Stoneham, MA:
Butterworth-Heinemann.
Wilson, A. L. (1982). Elementary forest surveying & mapping, two. Corvallis, OR:
Oregon State University.
Wilson, R. L. (1985). Elementary forest surveying & mapping, no. one. Corvallis, OR:
Oregon State University.