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Highway Design Class CTC 440.

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Presentation on theme: "Highway Design Class CTC 440."— Presentation transcript:

1 Highway Design Class CTC 440

2 Introductions Students Me

3 Class Basics www.sunyit.edu/~barans/ Syllabus Tentative Schedule
Lectures Labs Grades (PIN #’s)

4 Ch 5 of HDM: Basic Design Designing a section of highway is similar to designing a house Lots of little decisions along the way that impact the end product

5 Some Basic Elements Capacity/Level of Service Accident Analysis
Terrain Data Requirements Right-of-Way Construction Cost Estimates Design Elements Design Considerations Intersections at Grade

6 Capacity / Level of Service
Capacity analysis is used to estimate the traffic-carrying ability of existing and proposed traffic (LOS) is a qualitative measure used to describe the operational conditions within a traffic stream – driver’s viewpoint A (best) F (failure) LOS C – desirable; LOS D acceptable

7 Accident Analysis – Identify problems and incorporate countermeasures
Collect data Determine accident rate and compare to statewide avg. Identify locational clusters Identify nonstandard or nonconforming features PIL/PII (priority investigation list/intersection) Utility Pole “bad actors”

8 Terrain Data Requirements Obtained via photogrammetry &/or field survey
Base Mapping (horizontal) Edge of pavements, shoulders, sidewalks Buildings, fences, trees, tree lines Rock outcrops Utilities-lines, valves, manholes Streams, creeks Topography (vertical) DTM – digital terrain models Used for contours and cut cross-sections

9 Right of Way Amt. of land needed
ARM-abstract request map ROW plan Power of eminent domain Types Fee, w/ access or w/o access PE (permanent easement) TE (temporary easement) TO (temporary occupancy, <$2500, minor grading/ditching) Entrance, approach, or driveway work release (no compensation General work release (no compensation)

10 Construction Cost Estimates Prepared throughout project life
Ballpark (+/-50%) Preliminary (+/-20%) PEP (preliminary estimate program) or MEANS Detailed (+/-5%) PES (preliminary estimating system) or MEANS Economic Analysis Bridge rehab vs replacement Bridge abandonment vs preservation Pavt. Rehab options Accident reduction treatments Mobility betterment

11 Design Elements Design Vehicle Sight Distance
Horizontal and Vertical Alignment Superelevation Climbing or emergency escape lanes Clear Zone Vertical and Horizontal Clearance Parking lanes, driveways Lane drops, medians Frontage roads HOV lanes, bus stops/turnouts/turnarounds

12 Design Considerations
Joint Use of Highway (peds/bikes/utilities/transit) Driver Expectancy Geometric Considerations Noise Abatement Increase capacity w/o addl. Lanes ITS Ramp Metering Reversible-flow lanes Shoulders as traffic lanes HOV priority treatment

13 Intersections at Grade
Use HCM to determine LOS/Capacity Intersection Geometries Angle (skew < 30 deg) Channelization/pavt width/radii Other Considerations Sight distance/access control signalization Medians Flush or Raised Median Openings

14 Highway Stuff 2007 Minneapolis Bridge Collapse Bolivia Road


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