A series of interconnected of interfaced cracks caused by fatigue failure of the asphalt concrete surface under repeated traffic loading
Amplitude
The height between the trough and the crest of a wave
Asphatic Concrete
A layer consisting of properly designed mix od coarse aggregate fine aggregate, a filler and a bituminous binder
Average speed
The average of the spotspeeds of all vehicles passing a given point in the highway
Barriers
Highwayappurtenances designed to prevent vehicular penetration from the travel way to areas behind the barrier such as to minimize damage to impacting vehicles and their occupants and to reduce the risk of injuries to pedestrians and workers
Base
The component of the road structure which receives the traffic load and transfer it to the subgrade
Base courses
This normally consists of aggregates such as gravel and crushed rock
Basic capacity
The max number of passenger cars that can pads a given point on a lane or roadway during one hour under the most nearly ideal roadway and traffic conditions which can possible be attained
Batching
Process of proportioning cement, water, aggregates and additives prior to mixing concrete
Bathymetry
The physical configuration of the seabed, the measurements of depths of water in the ocean, etc. and also information derived from such measurement
Beuforts Scale
An instrument use to measure intensity of wind
Bitt
The mooring fitting for mooring ships during a storm installed close to the water line of the berth
Bitumen carpet
A 20 mm thick premix bitumen layer over which is laid a seal coat
Bleeding or flushing
The exuding of bitumen onto the pavement surface causing a reduction in skid resistance
Block cracking
Cracks forming large interconnected polygons, usually with sharp corners or angles. These cracks are generally caused by hardening and shrinkage of the asphalt and/or reflection cracking from underlying layers such as cement treated base
Blowups
Localized upward buckling and shattering of the slabs at traverse joins or cracks
Breakwater
The structure that protects harbor from stormy waves and permits calm in the harbor
Braking distance
Distance traveled by the vehicle after the application of the brakes until it will stop
Breaking waves
Waves which fall forward since the forward velocity of the crest particles exceeds the velocity of propagation of the wave itself. In deep water, this normally occurs when the wave length L is less than 7times the wave height H (L < 7H) and in shallow water when the depth d is approximately equal to 1.25 H
Breasting dolphins
Type of dolphins which are designed to take the impact of the ship when docking and to hold the ship against a broadside wind. Therefore, they are provided with fenders to absorbed the impact of the ship and to protect the dolphin and the ship from damage.
Bollard
A vertical post to which the eye of a morring line can be attached
The mooring fitting for mooring ships during a storm installed at the outside or outside/inside of the berth far from the waterline
Broken back curve
These consist of two curves in the same direction separated by a short tangent
Bulkhead
A structure for retaining or to prevent earth or fill from sliding into water
Capacity
The maximum sustained 15 min rate of flow, expressed in passenger cars per hour per lane, which can be accommodated by a uniform freeway segment under prevailing traffic and roadway conditions in one direction
Catch point
The points at which the cut or fill slopes intersect the existing ground
Chevron markings
Markings that are often used to guide traffic into the right turning lanes separated by an island, such as corner island at a signalized intersection
Circular curves
These are usually laid out in the field by occupying the tangent to curve point TC with a transit and then establishing successive points by turning deflection angles and measuring chords
Clapotis
The pressure against a vertical wall due to waves
Concrete
This term refers to any material consisting of a mixture of aggregates, such as sand, gravel, or crushed stone, fastened together by cement
Compound curve
These result when two curves of differing radius join one another
Construction joint
Joints provided in concrete cement pavement is suspended
Continously reinforced concrete pavements
A type of rigid pavement, which has no transverse joints, except construction joints or expansion joints when they are necessary at specific positions such as at bridges. This type of pavement is typically used on high-volume, high-speed roadways
Cost of borrow
This is the cost of any material that has to be obtained off job site in order to make a fill
Crossing conflicts
This traffic conflict occurs when they cross paths directly
Cross slope
These are normally specified in m/m or in percentages. In railway practice, cross slopes may be expressed in millimeters that the high rail is above the low rail, since there is a standard horizontal distance maintained between rails
Curing
The process of providing the required water and maintaining a favorable temperature for a period of time after placing concrete
Cut or excavation
The existing ground is above the construction section
Drainage
Primary consideration in the design of geometric cross sections for highways, runways, and taxi ways
Deep water waves
Waves in which the ratio of water depth to the wavelength is greater than 0.5
Delay
Difference between the actual travel time and a given segment of a transportation system and some ideal travel time for that segment