1. HIGHWAY DESIGN PROCESS & ROUTE LOCATION Spring 2016

2. ● Sponsoring Agency ● Highway Classification ● Design Speed ● Cross sections ● Maximum Superelevation 1. Identify Sources and Jurisdiction of Design Standards

3. ● Topography (flat, rolling, mountainous) ● Ground conditions ● Possible adverse environmental impacts ● Habitation and property ● Acquire right-of-way 2. Major Characteristics of Site and Vicinity

4. ● Design speed ● Minimum horizontal curve radius ● Maximum allowable grade ● Cross section elements ● Maximum allowable excavation depths and embankment heights 3. Establish major Design Controls Step 8

5. ● Identify alternative routes ● Sketch horizontal and vertical alignments ● Screen alternatives and select routes for preliminary design 4. Select Route for Preliminary Design Step 8

6. ● Horizontal and vertical alignments ● Cross sections ● Mass diagrams ● Major drainage features ● Potential environmental impacts 5. Conduct Preliminary Design Step 8

7. ● Approximate project costs ● Approximate user costs ● Economic cost estimate ● Environmental impacts 6. Estimate Costs and Impacts Step 8

8. ● Economic cost comparison ● Environmental impacts ● Select preferred alternative for detailed design 7. Evaluate Alternatives 8. Modify Major Design Controls, if necessary

9. ● Prepare detailed design ● Prepare tender documents 9. Undertake Design of Selected Alternative

10. Route Selection

11. NATURAL AND MAN-MADE FEATURES Selection of possible routes, other than traffic considerations, is governed by: –Topographic features –Human habitation –Environmental features Therefore, you need to review the area’s major topographic features

12. TOPOGRAPHIC MAPS Maps available at the United States Geological Survey (USGS) –http://www.tnris.state.tx.us/datadownload/download.jsphttp://www.tnris.state.tx.us/datadownload/download.jsp Key Elements: –Identify suitable ground conditions: wetlands, rock outcrops, flooding areas, and other features influencing construction activity (solid rock) –Examine contour lines to estimate grades and steepness of terrain

13. TOPOGRAPHIC MAPS Key Elements (cont’d): –Define streams, rivers and ravines to indicate possible need for bridges –Identify soil conditions (dependant on type of maps) –Summarize findings on maps (see example) Need to look for: effects of ice and snow, avalanche area, cultural areas (native burial ground), school activities

15. Schoon (1999) Figure 1-1

16. Schoon (1999) Figure 1-2

17. Schoon (1999) Figure 1-3

20. Aerial Photography Key Elements: –Aerial photography can be used to confirm or modify information on topographic maps –Can provide information about avalanches, mudslide or flooding –Stereographic aerial photographs can provide general ideas about grades –Oblique photographs can also provide general ideas about grades –The presence of trees may make identification difficult

21. Schoon (1999) Figure 1-4

22. Schoon (1999) Figure 1-5

23. Other Maps Geological and Soil Maps –Can provide information for cut and fill estimate (clay versus rock) –May provide information for pavement design Ground Surveys –Can be useful for very rugged terrain (since it is suggested that the design engineer “walks the route”)

24. ROUTE IDENTIFICATION Balance between user costs and construction costs –Least user costs: higher design speed, shortest route, etc. –Least construction costs: little if no cut and fill, few bridges, no tunnels, etc. Maintenance costs (roadside devices, etc.) Other societal costs –Safety –Air and noise pollution

25. Schoon (1999) Figure 1-6

26. Schoon (1999) Figure 1-7

27. www.keeptexasmoving.com

30. www.nationali69.org

31. STATIONING U.S. units 1+00.002+00.003+00.004+00.00 100 ft 1+000.000 1 km 2+000.0003+000.0004+000.000 Metric units 3+43.58 or 343.58 ft 2+458.218 or 2,458.218 m

32. Wright and Dixon (2004) Fig 13-3

33. Wright and Dixon (2004) Fig 13-4