CC1 Terms Flashcards

(117 cards)

1
Q

it is a dark brown to black cement-like material in which the predominant constituents are bitumen that occurs
naturally or is obtained through petroleum processing

A

Asphalt

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2
Q

the top surface of a road structure. It is also the component of the road structure which receives the traffic laod and
transfers it to the subgrade

A

Base

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3
Q

it is a plaster coat or coats applied prior to application of the finish coat

A

Base Coat

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4
Q

is a type of street which serves internal traffic movements within an area and connects this area with
major arterials

A

Collector Street

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5
Q

a divided arterial highway for through traffic with full or partial control of access and generally with grade
separation at intersections

A

Expressway

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6
Q

is an expressway with full control access

A

Freeway

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7
Q

the ___of asphalt cement is obtained by conducting a penetration test

A

Hardness

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8
Q

a general term denoting a public way for purposes of vehicular travel, including the entire area within the right of
way

A

Highway

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9
Q

is a system of interconnecting roadways in conjunction with one or more highway separations providing for
the interchange of traffic between two or more intersecting highways, usually without at-grade crossing of through and
major turning movements

A

Interchange

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10
Q

is an area/section where two or more roads come together

A

Intersection

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11
Q

when the major highway is taken above by raising its profile above the general ground level by embankment and
an overbridge across another highway

A

Overpass

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12
Q

is the layered structure placed over a soil sub-grade for forming a road

A

Pavement

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13
Q

is the single application of liquid bituminous material to a previously prepared and untreated road base, such
as earth, gravel, stabilized soil, or water-bound macadam base courses

A

Prime Coat

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14
Q

is the graded portion of a highway within the top and side slopes, prepared as a foundation for the pavement
structures and shoulders

A

Road Bed

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15
Q

a very thin surface treatment of bituminous material which is applied as a final step in the construction of
certain bituminous wearing surfaces of roads

A

Seal Coat

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16
Q

is the part of the road structure which is immediately above the subgrade and composed of stone boulders or
superior soil

A

Sub-base

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17
Q

is the layer of natural soil over which the pavement of a road is laid

A

Subgrade

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18
Q

is the single initial application of bituminous material to an existing bituminous, Portland cement concrete, or
block surface or based

A

Tack Coat

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19
Q

when the major highway is taken by depressing it below the ground level to cross another road by means of an
underbridge

A

Underpass

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20
Q

is the layer in a road pavement which provides resistance to wear and tear due to traffic

A

Wearing Course

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21
Q

is an imaginary level line that connects points of equal elevation. This is also the most common method of
representing the topography of an area

A

Contour Lines

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22
Q

is taken on a rod held on a point whose elevation is to be determined

A

Foresight Reading

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23
Q

are used in the maps intended for purposes of navigation to show peaks and hilltops along the cost lines. ___ resemble contours, but are not drawn with the same degree of accuracy

A

Form Lines

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24
Q

are a series of short lines drawn in the direction of the slope. It gives a general impression of the configuration
of the ground, but they do not give the actual elevations of the ground surface

A

Hachures

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25
In stadia surveying, it is required to determine the elevation of the line of sight
Height of the Instrument
26
is defined as the length of a step in walking. It may be measured from heel to heel or from toe to toe
Pace
27
consists of counting the number of steps or paces in a required distance
Pacing
28
is the science of mapping out a big tract of land and consist in taking overlapping photographs from airplane flown at adequate altitudes
Photogrammetry
29
An instrument or device used to determine the area of any irregular figure plotted on a map that is drawn to scale
Planimeter
30
refers to a geographical feature where two adjacent hilltops or ridges slope downward on both sides, creating a low point or dip between them. This low point resembles the shape of a saddle, hence the term
Saddle
31
provides a rapid means of determining distances. The equipment for stadia measurement consists of a telescope with two horizontal hairs called stadia hairs and a graduated rod called a stadia rod
Stadia Method
32
is another procedure of obtaining horizontal distances. It is based on the optical geometry of the instruments employed and is an indirect method of measurement
Tachymetry (or Tacheometry)
33
is the method of measuring or laying out horizontal distances by stretching a calibrated tape between two points and reading the distance indicated on the tape
Taping
34
It refers to the line of lowest elevation within a valley or watercourse, which typically represents the path of a river or stream's current
Thalwegs
35
is the correction to be applied to the latitude or departure of any course is to be the total error of latitude or departure as the length of the course is to the length of the traverse is one way of balancing a traverse
Transit Rule
36
a point where the vertical produce upward, pierces the celestial sphere
Zenith
37
is the commonly used statistics to determining upper speed limits of vehicles.
85th percentile value
38
is the term used to designate the maximum number of passenger cars that can pass a given point per hour under the most nearly ideal roadway and traffic conditions.
Basic Capacity
39
the standard sign shape which is used only to warn of existing or possible hazard.
Diamond Shape
40
is the time elapsed during emotional sensation and disturbance such as fear, anger or any other emotional feelings such as superstitions with reference to the situation.
Emotion Time
41
the standard sign shape which is reserved exclusively for the yield sign.
Equilateral Triangle Shape
42
is a method of trip distribution involving the use of existing volumes of interzonal traffic to measure friction prior to the expanding volume between two points in proportion to an inter-actance factor
Growth Factor Method
43
is the time required for understanding the situation which is also the time required for comparing the difference thoughts, regrouping, and registering new sensations.
Intellection Time
44
the standard sign shape which is reserved exclusively for the stop sign.
Octagon Shape
45
is the time required for a driver to realize that brakes must be applied.
Perception TIme
46
is the maximum number of vehicles that can pass a given point on a lane or roadway during one hour under prevailing roadway and traffic conditions.
Possible Capacity
47
is the time taken from the instant the object is visible to the driver to the instant the brakes are applied effectively.
Reaction Time
48
the standard sign shape which is used for regulatory signs with the expectation of stop and yield signs
Rectangle Shape
49
the standard sign shape which is used for guide and information signs
Rectangle Shape
50
the standard sign shape which is used for the advance warning of a railroad crossing.
Round Shape
51
is the distance at which a driver can see an object lying in the roadway ahead. It should equal or exceed the stopping sight distance.
Sight Distance
52
In the design of auxiliary lanes, it is known as the number of cars that need to be stored during peak hours.
Traffic Capacity
53
is the number of vehicles occupying a unit length of the lane of the roadway at a given instant, usually expressed as vehicles per km
Traffic Density
54
is the number of vehicles that pass a point on a highway during a specified time interval.
Traffic Volume
55
is the time taken for the final action.
Volition Time
56
a harbor protected by means of engineering works on all sides.
Artificial Harbor
57
structures used for protecting riverbanks against erosion.
Bank Revetments
58
a structure constructed around harbor in order to protect the interior water area from the effect of stormy waves and making it possible for this area to be used for safe mooring, operating, loading and unloading of ships
Breakwater
59
60
a harbor in which terminal facilities are provided.
Commercial Harbor
61
marine structures for mooring vessels.
Dolphins
62
any body of water with sufficient depth for ships to enter and find shelter in storms and other natural phenomena.
Harbor
63
is the wave whose height and period are equal to the mean height and period of the highest one-tenth of the waves in a wave group.
Highest One-Tenth Wave
64
is the highest wave in a wave group.
Highest Wave
65
is a solid structure which projects into the sea perpendicular to the shore to bert vessels
Jetty
66
an embankment built along the side of the rivers to prevent the overflow of banks and thus to protect the adjoining land from flood waters.
Levee
67
is the average height of the high waters over a 19-year period.
Mean High Water (MHW)
68
is the average height of the higher high water over a 19year period.
Mean Higher High Water (MHHW)
69
is the height of the low water over a 19year period.
Mean Low Water (MWL)
70
is the average height of the lower low waters over a 19-year period.
Mean Lower Low Water (MLLW)
71
is the average of the sea water surface for all stages of the tide over a 19- year period.
Mean Sea Level (MSL)
72
is the wave whose height and period are equal to the mean height and period of all of the waves in a wave group.
Mean Wave
73
a mount or massive work form of masonry and large stone or earth laid in the sea as a breakwater and the protected side used as a quay for wharfage.
Mole
74
A structure where a ship is tied when it is anchored to enable cargo to be handled in the absence of wharves.
Mooring
75
is a type of harbor that is protected by storms and waves by the natural land contours, rocky out-crops, or islands. The entrance to such harbors permits navigation.
Natural Harbor
76
a dock which projects into the water.
Pier
77
a harbor with necessary terminal facilities to expedite the moving of cargo and passenger at any stage of the journey aside from its wharves, pier and cargo handling machinery.
Ports
78
a stretch of paved and strengthen bank or a solid artificial landing place made along or parallel to ashore for convenience in loading and unloading ship.
Quay
79
they are protection walls for quay and wharves for retaining and protecting embankments or retaining fill.
Quaywall or Bulkhead
80
a harbor which is used as a haven in a storm.
Refuge Harbor
81
the waves in a wave group are rearranged in the order of their heights and the highest one-third are selected; the significant wave is then the hypothetical wave whose height and period are the mean height and period of the selected waves
Significant Wave
82
is a phenomenon involving abnormal oscillations of the water level with a period of approximately a few minutes to a few tens of minutes. It occurs when small fluctuations of the water level are generated by micro-scale variations of atmospheric pressure by an air front or a low pressure in the outer sea, and the components of those oscillations whose period is the same as a natural period of the harbor are amplified through resonance.
Seiche
83
is the term for the periodical variations in the level of the surface of a large body of water like a sea or an ocean. These variations are mainly due to the attraction of the sun and the moon.
Tide
84
a landing place or the platform built out into or onto the water for the berthing of vessels.
Wharf
85
a construction material produced by combining Portland cement with aggregate and water
Concrete
86
usually weighs from 140 to 160 lb/cu. ft.
Normal-weight Concrete
87
may weigh from 15 to 90 lb/cu. ft. and have a 28-day compressive strength of 100 to 1000 psi
Lightweight Insulating Concrete
88
concrete used for structures such as dams in which the weight of the concrete provides most of the strength of the structure
Mass Concrete
89
made with heavy aggregates such as barite, magnetite, and steel punchings; used primarily for nuclear radiation shielding
Heavyweight Concrete
90
refers to bringing of a concrete surface to true grade with enough mortar to produce the desired finish
Leveling
91
is concrete that has been cast into the desired shape prior to placement in a structure
Refractory Concrete
92
refers to rounding off the formed edge of a slab to prevent chipping or damage
Edging
93
refers to moving a straight edge back and forth with a sawlike motion on the surface of newly-placed concrete
Screeding
94
premolded inserts are placed in concrete slabs to control cracking in the concrete as a result of shrinkage
Jointing
95
the tendency of dry materials in concrete to settle to the bottom and displace the mixing water to the surface
Bleeding
96
done on slabs that are left exposed or to receive thin finishes such as resilient flooring, carpet, tile or paint
Troweling
97
the breaking away of hardened concrete surface of a slab to a depth of about 1/6 to 3/16 of an inch. Usually occurs in the early age of the slab
Scaling
98
99
a protected water area to provide safe and suitable accommodation for ships for the transfer of cargo, refueling, repairs, etc.
Harbor
100
harbors protected from storms and waves by the natural configuration of the land
Natural Harbors
101
harbors protected by breakwaters or harbors created by dredging
Artificial Harbors
102
a sheltered place where the ship may receive or discharge cargo. It includes the harbor with its approach channels and anchorage places.
Port
103
a navigable channel in harbor, offshore, etc., the usual course taken by vessels in such places
Fairway
104
a continuous structure built parallel to along the margin of the sea or alongside riverbanks, canals, or waterways where vessels may lie alongside to receive or discharge cargo, embark or disembark passengers or lie at rest
Wharf
105
any structure built into the sea but not parallel to the coastline and includes any stage, stair landing place, landing stage jetty, floating barge, and pontoon, any bridge or other works connected there with
Pier
106
a landing stage or small pier at which boats can dock or be moored
Jetty
107
a berth structure for mooring the ship on the open sea, an isolated piled or gravity structure used either to maneuver a ship or facilitate holding it in position at its berth
Dolphin
108
the hypothetical wave whose height and period are the mean height and period of a wave group
Significant Wave
108
it is the highest wave in the wave group
Highest Wave
109
a wave whose height and period are equal to the mean height and period of all the waves in the wave group
Mean Wave
110
is the wave at a place where water depth is at least onehalf of the wavelength; the wave parameters are expressed with those of the significant wave at this place
Deepwater Waves
111
average of sea water level for all stages of the tide over a 19-year period
Mean Sea Level
112
is the height of the low water over a 19-year period
Mean Low Water
113
is the average height of the lower low waters over a 19- year period
Mean Lower Low Water
114
the abnormal rise of the sea level that occurs when a typhoon passes by. This rise above normal level on this open coast is due to atmosphere pressure reduction as well as due to wind stress
Storm Surge
115
waves with an extremely long period that mainly occur when there is a sudden large-scale sea floor movement usually associated with severe, shallow focus earthquakes
Tsunamis
116
phenomenon involving abnormal oscillations of the water level with a period of approximately a few minutes to a few tens of minutes
Seiche