Appendix-H - Geometric Design Manual-2002 Appendix H...

Info iconThis preview shows pages 1–4. Sign up to view the full content.

View Full Document Right Arrow Icon
Appendix H Geometric Design Manual-2002 Terms/Definitions Ehiopian Roads Authority Page H-1 H. T ERMS AND D EFINITIONS Figure H-1 Cross section Elements A Access Way whereby the owner or occupier of any land has access to a public road, whether directly or across land lying between his sand and such public road. At-Grade Junction Junction where all roadways join or cross at the same level. Auxiliary Lane Part of the roadway adjoining the carriageway for parking, speed change, turning, storage for turning, weaving, truck climbing, and for other purposes supplementary to through traffic movement. Average Annual Daily Traffic (AADT) Total yearly traffic volume in both directions divided by the number of days in the year. Average Daily Traffic (ADT) Total traffic volume during a given time period in whole days greater than one day and less than one year divided by the number of days in that time period.
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Appendix H Terms/Definitions Geometric Design Manual-2002 Page H-2 Ethiopian Roads Authority B Back Slope Area proceeding from ditch bottom to the limit of the earthworks. Borrow Material not obtained from roadway excavation but secured by widening cuts, flattening cut back slopes, excavating from sources adjacent to the road within the right-of-way, or from selected borrow pits as may be noted on the plans. Bus Lay-Byes Lay-by reserved for public service vehicles. C Camber Convexity given to the curved cross-section of a roadway or footpath. Capacity Maximum practicable traffic flow in given circumstances. Capping Layer A layer of selected fill material placed on the topmost embankment layer or the bottom of excavation. Carriageway Part of the roadway including the various traffic lanes and auxiliary lanes but excluding shoulders. Centerline Axis along the middle of the road. Circular Curve Usual curve configuration used for horizontal curves. Clear Zone Unencumbered roadside recovery area. Climbing Lane An auxiliary lane in the upgrade direction for use by slow moving vehicles and to facilitate overtaking, thereby maintaining capacity and freedom of operation on the carriageway. Coefficient of Friction Ratio of the frictional force on the vehicle and the component of the weight of the vehicle perpendicular to the frictional force.
Background image of page 2
Appendix H Geometric Design Manual-2002 Terms/Definitions Ehiopian Roads Authority Page H-3 Collector Roads Secondary Roads linking locally important centers to each other, to more important centers or to higher class roads. Compound Curve Curve consisting of two or more arcs of different radii curving in the same direction and having a common tangent or transition curve where they meet. Control of Access Conditions where the right of owners or occupants of adjoining land or other persons to access, light, air or view in connection with a road is fully or partially controlled by public authority. Crest
Background image of page 3

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Image of page 4
This is the end of the preview. Sign up to access the rest of the document.

Page1 / 13

Appendix-H - Geometric Design Manual-2002 Appendix H...

This preview shows document pages 1 - 4. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online