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3 phase ¤T®É¬Û
30th Highest Hurly Volume 30HV ²Ä30³Ì°ª¤p®É¥æ³q¶q
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3-Leg Interchange ¤T¸ô¥ßÅ饿¤e
3-Leg Intersection ¤T¸ô¥æ¤e
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4-Leg Interchange ¥|¸ô¥ßÅ饿¤e
4-Leg Intersections ¥|¸ô¥æ¤e
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Benkelman Beam ´^¬_°Ò±ç
Absolute speed limit µ´¹ï³t
Abutment ¾ô»O¡F¾ô®y
Abutting property ¾Fµó«Ø¿vª«
Acceleration Grade ¥[³t©Y«×
Acceleration lane ¥[³t¨®¹D
Acceleration Resistance ¥[³tªý¤O
Accelerative start-forced return ¥[³t¶i¦æ¶W¨®¡X±j¢ºò«æªð¦^쨮¹D
Accelerative start-voluntary return ¥[³t¶i¦æ¶W¨®¡XÀH·N±q®eªð¦^쨮¹D
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Access-Controlled Highway ¥X¤JºÞ¨î¤½¸ô
Access Lane ¥X¤J¨®¹D
Access Network ±µ¨úºô¸ô
Access ramp ¥X¤J¤Þ¹D
Access road ³sµ¸¹D
Access Road System ³sµ¸¹D¸ô¨t²Î
Accessibility ¥i¤Î©Ê
Accident »F¨Æ¡F¨Æ¬G¡F·N¥~¨Æ¥ó
Accident (Crash) Occurrence ¨Æ¬Gµo¥Í
Accident (Crash) Rate ¨Æ¬G²v
Accident (Crash) Severity ¨Æ¬GÄY«©Ê
Accident Analysis ¨Æ¬G¤ÀªR¡F·N¥~¤ÀªR¡F»F¨Æ¤ÀªR
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Accident Casualty ¨Æ¬G¶Ë¤`
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Accident Characteristics »F¨Æ¯S©Ê
Accident Consequences ·N¥~¨Æ¬Gªº«áªG
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Accident Investigation ¨Æ¬G½Õ¬d
Accident Involvement Rate »F¨Æ²o³s²v
Accident Liability Assessment ¨Æ¬G³d¥ôų©w
Accident Management ·N¥~ºÞ²z
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Accident Prone Location ©ö»F¨Æ¦aÂI
Accident Proneness »F¨Æ¶É¦V
Accident Rate »F¨Æ²v
Accident Reconstruction ¨Æ¬G««Ø
Accident Risk ¨Æ¬G·ÀI
Accident Severity ¨Æ¬GÄY««×
Accident-severity ratio »F¨ÆÄY«©Ê¤ñ²v
Accumulate vehicle-second ²Öp¨®¡X¬í¼Æ
Accuracy ºë«×
Acoustic absorptivity ACI ·Pµ§l¦¬¤O
Active Warning Device ¥D°Êĵ§i³]¬I
Actual flow rate ¹ê»Ú¨®¬y²v
Actual travel time ¹ê»Ú¦æ¾p®É¶¡
Actuated Signal IJ°Ê¦¡±±¨î
Adaptive Control ½Õ¾A©Ê±±¨î
Adaptive route choice ¾AÀ³©Ê¸ô½u¿ï¾Ü
Adaptive signal ¾AÀ³©Ê¸¹§Ó
Adaptive signal control ¾AÀ³©Ê¸¹§Ó±±¨î
Adaptive signal control strategy ¾AÀ³©Ê¸¹§Ó±±¨îµ¦²¤
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Adit ¾î§|
Adjustment factor ½Õ¾ã¦]¼Æ
Adjustment Flow ½Õ¾ã¬y¶q
Adult guard ¦¨¤H¾ÉÅ@
Advance warning marking ¦´Áĵ§i¼Ð½u
Advanced driver information system ADIS ¥ý¶i¾r¾p¤H¸ê°T¨t²Î
Advanced payment ¹w¥I´Ú
Advanced Public Transportation Services APTS ¥ý¶i¤j²³¹B¿éªA°È¡F¥ý¶i¤½¦@
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Advanced Traveler Information Services ATIS ¥ý¶i®È¦æªÌ¸ê°TªA°È
Advanced Vehicle Control and Safety Services AVCSS ¥ý¶i¨®½ø±±¨î¤Î¦w¥þªA
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Advanced vehicle control system ¥ý¶i¨®½ø±±¨î¨t²Î
Advance-green design ¦¶}ºñ¿O³]p
Advancing effect «e¶i®ÄÀ³
Advancing shoring method ¤ä¼µ¥ý¶i¤uªk
Adverse slope °f©Y
Aeolian Soil ·¿n¤g
Aerial camera ¯èªÅÄá¼v¾÷
Aerial leveling ¯èªÅ¤ô·Ç´ú¶q
Aerial Map ¯è´ú¹Ï
Aerial perspective ³¾äü¹Ï¡FªÅ¤¤³zµø
Aerial photogrammetric target ¯èªÅ¼Ð
Aerial photogrammetry ¯èªÅÄá¼v´ú¶q
Aerial Photography ¯èªÅÄá¼v³N
Aerial Survey ¯èªÅ´ú¶q¡FªÅ¤¤´ú¶q
Aerial Tramway ªÅ¤¤Æl¨®
Aerocamera ¯èªÅÄá¼v¾÷
Aerotriangulation ªÅ¤¤¤T¨¤´ú¶q
Age distribution of vehicle ¨®ÄÖ¤À§G
Overload, Overloading ¶W¸ü
Aggregate ²É®Æ¡B°©§÷¡]¦Wµü¡^¡F»E¶°ªº¡]§Î®eµü¡^
Aggregate Interlock ²É®Æ³sÂê
Aggregate Spreader ²É®ÆºM¥¬¾÷
Aggregate Subbase ²É®Æ¯Å°t©³¼h
Aggregate Texture ²Éª¬²Õ´
Air quality monitoring station ªÅ®ð«~½èºÊ´ú¯¸
Air Release Valve ®ð»Ö
Air resistance ªÅ®ðªý¤O
Air-dried Sand ·°®¤§¨F
Air-Entraining Cement ¿é®ð¤ôªd
Alcohol involved accident rate ¯A¤Î°sºë¤§»F¨Æ²v
Alidade Stadia Method ·Ó·Ç´ú¶Zªk
Alignment ¸ô½u°t¸m¡F±Æ¦C¡F©w½u¡F½u¦V¡F¸ô½u
Alignment Design ¸ô½u³]p¡F©w½u³]p
Algorithm ºtºâªk«h
Alkaline ÆP©Ê¤ÏÀ³
All-day Service ¥þ¤ÑÔªA°È
All-Directional Interchanges ¥þª½±µ¥æ¤e«¬¥æ¬y¹D
Alley «Ñ¡F¹D
Allied Soil Âø½è¤g
All-night parking ¾ã©]°±¨®
Allowable Bearing Capacity ®e³\©Ó¸ü¶q
Allowable Bearing Stress ®e³\©Ó¸üÀ³¤O
Allowable load ®e³\¸ü«
Allowable Load Repetition ®e³\²ü«¦¸¼Æ
Allowable settlement ®e³\¨I³´¶q
Allowable stress ®e³\À³¤O
All-red Interval ¥þ¬õ®É¬q
Alluvial Silts Colloidal ½¦½èÅé¨R¿n¯»¤g
Alternate Design ¤ñ¸û³]p¡FÅÜ´«³]p
Alternate Method ´À¥N¤èªk
Alternate signal system ¤¬«G¡]´«¡^¸¹§Ó¨t²Î
Alternate System ¡«G¨t²Î
Alternative(s) ´À¥N¡]´«¡^¤è®×
Amber Arrow ½bÀY¶À¿O
Amber Flashing °{¥ú¶À¿O
Amber light, Yellow interval ¶À¿O
American Association of State Highway Officials
American Association of State Highway and Transportation Officials
AASHTO ¬ü°ê¦{¤½¸ô»P¹B¿é©xû¨ó·|
American Concrete Institute ACI ¬ü°ê²V¾®¤g¾Ç·|¡F¬ü°ê²V¾®¤g¬ã¨s·|
American Federal Highway Administration FHWA ¬ü°êÁp¨¹¤½¸ôÁ`¸p
American Institute of Transportation Engineers ITE ¬ü°ê¥æ³q¤uµ{®v¾Ç·|
American Road and Transportation Builders' Association ARTBA ¬ü°ê¤½¸ô»P
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American Society for Testing and Materials ASTM ¬ü°ê¸ÕÅç¤Î§÷®Æ¨ó·|
American Society of Civil Engineers ASCE ¬ü°ê¤g¤ì¤uµ{®v¨ó·|
Amount of light ¥ú¶q
Amplification ©ñ¤j
Amplification effect ©ñ¤j®ÄÀ³
Amplification factor ¸ü«©ñ¤j¦]¼Æ
Amplifier ÂX¤j¾¹
Anew Issue License ¸É·Ó¡F¸ÉµP
Anew Issue Plate ¸ÉµP
Angle collision ¨¤¼²
Angle of Coverage µø¨¤
Angle of Deflection °¾¨¤
Angle of Friction ¼¯À¿¨¤
Angle of internal friction ¤º¼¯À¿¨¤
Angle of intersecting ¥æ¨®¨¤«×
Angle of repose ÀR¤î¨¤¡F¦w®§¨¤
Angle of Turn Âà¦V¨¤
Angle parking ±×¨¤°±¨®
Angular acceleration ¨¤¥[³t«×
Anionic Asphalt Emulsions ³±Â÷¤l¨Å¤ÆÃw«C
Announced Land Current Value ¤½§i¤g¦a²{È
Annual Average Daily Traffic AADT ¦~¥§¡¨C¤é¥æ³q¶q
Annual budget ¦~«×¹wºâ
Annual Daily Traffic ADT ¥§¡¨C¤ë¥æ³q¶q
Annual Highway Cost ¤½¸ô¦~¶O¡F¤½¸ô¦~ª÷
Annual Illumination pºâ¥§¡·Ó«×
Annual Parking Duration ¥§¡°±¨®©µ®É
Annual Parking Space Occupancy ¥§¡¨®¦ì¨Ï¥Î²v
Annual Traffic ¦~¥æ³q¶q
Annual Turn-over Rate ¥§¡¨®¦ì¤p®É¨Ï¥Î²v
Annuity Bond ¦~ª÷ªk¤½¶Å
Apparent Specific Gravity µê¤ñ«
Apparent-deflection µø¼¸«×
Application Program Interface API À³¥Îµ{¦¡¤¶±
Approach ¾Fªñ¸ô¤f¤§¸ô¬q¡F¤Þ¾ô¡F¤Þ¹D
Approach Delay ¾Fªñ¸ô¬q©µº¢
Approach end ¾FªñºÝ
Approach pit ¾É§|
Approach road ¤Þ¹D¡F¤Þ¸ô
Approach slab ¤Þ¹Dª©
Approach speed ¾Fªñ³t²v
Approach to obstructions ªñ»Ùꪫ½u
Approach way ¾Fªñ¸ô¬q
Approach, Approach fill, Approach lane, Approach road ¤Þ¹D
Appropriate measures ¾A·í¨¾¨î±¹¬I
Approved with conditions ¦³±ø¥ó³q¹L¼f¬d
Approximate speed ªñ¦ü³t²v
Apron space ¹BÂàªÅ¶¡
Aqueduct tunnel, Headrace tunnel ¾É¤ôÀG¹D
Arbitrary Proportioning ©T©w¤ñ¨Òªk
Arbitration ¥òµô
Arc ©·½u
Arc/path incidence matrix ¸ô¬q/¸ô®|«ü¤Þ¯x°}
Arcade ÃM¼Ó
Arch bridge «ý¾ô
Arch Bridges «ü¦V¼Ð½u
Arch Culverts «ü°w¦¡
Arching «ý®ÄÀ³
Architectural «Ø¿v
Architectural Flow Diagram AFD ¬[ºc¬y¦V¹Ï
Archived Data Application ÂkÀÉ¸ê®ÆÀ³¥Î
Area computation by coordinate method ±¿npºâ®y¼Ðªk
Area Control °Ï°ì±±¨î
Area of potential collision ¼ç¦b¸I¼²°Ï°ì
Area Rule ±§úªk
Area traffic control «ÂI¥æ³qºÞ¨î
Area Traffic Control System °Ï°ì¥æ³q±±¨î¨t²Î
Areawide intercarrier consolidation system ¦a°Ï³f¹B·~¨Ã¸Ë¨t²Î
Areawide System Control ¥þ°Ï°ì±±¨î
Arrival Intervals ¨ì¹F¶¡¶Z
Arrival pattern ¨ì¹F«¬ºA
Arrival rate ¨ì¹F²v
Arrival time ¨ì¹F®É¶¡
Arrival Type ¨ì¹F«¬ºA
Arterial ¥Dn·F¹D
Arterial Highway ·F½u¤½¸ô
Arterial route ·F½u
Articulated Bus Âù¸`¤½¨®
Asphalt, Asphalt Cement, Asphalt Binder Ãw«C¡]¬ü°ê¥Î»y¡^¡FÃw«C½¦ªd
Asphalt Ãw«C²V¾®¤g¡]¼Ú¬w¥Î»y¡^
Asphalt additive Ãw«C²K¥[¾¯
Asphalt Base coarse Ãw«C©³¼h
Asphalt Concrete AC Ãw«C²V¾®¤g
Asphalt Concrete Finisher ÃwI²V¾®¤g¾Q¿v¾÷
Asphalt concrete pavement Ãw«C²V¾®¤g¾Q±
Asphalt content Ãw«C§t¶q
Asphalt Emulsion ¨Å¤ÆÃw«C
Asphalt felt ªo¤òÀÖ
Asphalt Institute AI ¬ü°êÃw«C¨ó·|
Asphalt macadam Ãw«C¸H¥Û¸ô
Asphalt Mixing Plant Ãw«C©Õ¦X³õ
Asphalt mixture Ãw«C²V¦Xª«
Asphalt mixture design Ãw«C²V¾®¤g°t¤ñ³]p
Asphalt mixture machine Ãw«C©Õ¦X¾÷
Asphalt mixture, Bituminous mixture Ãw«C²V¦X®Æ
Asphalt pavement Ãw«C²V¾®¤g¸ô±
Asphalt pavement, Bituminous pavement Ãw«C¾Q±
Asphalt plant Ãw«C©Õ¦X¼t
Asphalt surface coarse Ãw«C±¼h
Asphalt mastic Ãw«C½¦¼ß
Asphaltene Ãw«Cºë
Asphalt Pavement Ãw«C±¸ô
Asphalt Concrete Mixing Plant Ãw«C²V¾®¤g©Õ¦X¼t
Asset and liability ¸ê²£»Pt¶Å
Assignment Network «ü¬£ºô¸ô
At scene investigation »F¨Æ²{³õ½Õ¬d
At-Grade Intersection ¥±¥æ¤e
Atmospheric Water ¤j®ð¤ô
Advanced traffic management system ATMS ¥ý¶iªº¥æ³qºÞ²z¨t²Î¡F°ªµ¥¥æ³qºÞ
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Attainability ¥i¤Î«×
Attendant-parking lot ¶±ûªA°È°±¨®³õ
Attentiveness ª`·N¤O
Audible pedestrian signal ª¼¤HµÅT¸¹§Ó
Audio tone §C©Pªi°T¸¹
Auger Á³±ÛÆp
Auto Restricted Zone ¤p«¬¨®¦æ°Ï°ì
Autoclave °ª·Å°ªÀ£»]¨T¾iÅ@
Automated Roadside Safety Inspection ¦Û°Ê¤Æ¸ôÃä¦wÀË
Automated toll system ¦Û°Ê¤Æ¦¬¶O¨t²Î
Automated Vehicle Operation ¦Û°Ê¨®½ø¾r¾p
Automatic Cam Control ¨í¤Mªº¦Û°Ê±±¨î¾¹
Automatic Cargo Identification ACI ¦Û°Ê³fª«¿ëÃÑ
Automatic classification ¦Û°Ê¿ëÃÑ
Automatic Highway System AHS ¦Û°Ê¤½¸ô¨t²Î
Automatic incident detection ¨Æ¥ó¦Û°Ê°»´ú¡F·N¥~¨Æ¬G¦Û°Ê°»´ú
Automatic Incident Detection AID ¦Û°Ê¨Æ¥ó°»´ú
Automatic inspection ¦Û°ÊÀËÅç
Automatic level ¦Û°Ê¤ô·Ç»ö
Automatic navigation highway system ¦Û°Ê¾É¯è¤½¸ô¨t²Î
Automatic routing ¦Û°Ê¶®|
Automatic Vehicle Classification AVC ¦Û°Ê¨®½ø¤ÀÃþ
Automatic vehicle control ¦Û°Ê¨®½ø¾r¾p±±¨î
Automatic vehicle identification ¨®½ø¦Û°Ê¿ëÃÑ
Automatic Vehicle Identification AVI ¦Û°Ê¨®½ø¿ëÃÑ
Automatic vehicle identification system ¦Û°Ê¨®½øÃѧO¨t²Î
Automatic Vehicle Location AVL ¦Û°Ê¨®½ø©w¦ì
Automatic Vehicle Monitoring AVM ¦Û°Ê¨®½øºÊµø
Automatic vehicle monitoring system ¦Û°Ê¨®½øºÊ´ú¨t²Î
Automobile Transportation ¨T¨®¹B¿é
Automobile vehicle guiding system ¨®½ø¾É¤Þ¨t²Î
Automotive emission control ¨T¨®±Æ·ÏºÞ¨î
Autonomous intelligent cruise control ¦Û¥D©w³t±±¨î¨t²Î
Auxiliary bridge «K¾ô
Auxiliary Lanes »²§U¨®¹D
Auxiliary Marking »²§U¼Ð½u
Auxiliary sign »²§U¼Ð»x
Average Annual Daily Traffic AADT ¦~¥§¡¨C¤é¥æ³q¶q
Average daily volume ¥§¡¤é¥æ³q¶q
Average Daily Traffic ADT ¥§¡¨C¤é¥æ³q¶q
Average delay per vehicle ¨C¨®¥§¡©µº¢
Average Delay Time ¥§¡©µº¢®É¶¡
Average discharge interval ¥§¡¾pÂ÷®É¬q
Average Headway ¥§¡¶¡¶Z
Average Highway Speed ¥§¡¤½¸ô³t²v
Average Kilometer Per Registered Vehicle Per Day ¨CÀç·~¨®½ø¨C¤é¥§¡¦æ¾p
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Average Kms Per Operating Vehicle Per Day ¨C¹ê°Ê¨®½ø¨C¤é¥§¡¦æ¾p¨½µ{
Average Minimum Headway ¥§¡³Ì¤p¶¡¶Z
Average Parking Duration ¥§¡°±¨®©µ®É
Average Parking Space Occupancy ¥§¡¨®¦ì¨Ï¥Î²v
Average Passenger-Kilometers Per Vehicle Run ¨C¨®¦¸«È¹B±K«×
Average Revenue Per Bus-Kilometer ¨C«È¨®¤½¨½¥§¡¦¬¤J
Average Revenue Per Passenger ¨C®È«È¥§¡¦¬¤J
Average Revenue Per Passenger-Kilometer ¨C©µ¤H¤½¨½¥§¡¦¬¤J
Average Revenue Per Ton ¨C¤½¾·³fª«¥§¡¦¬¤J
Average Revenue Per Ton-Kilometer ¨C©µ¾·¤½¨½¥§¡¦¬¤J
Average Running Speed ¥§¡¦æ¾p³t²v
Average Service Time ¥§¡ªA°È®É¶¡
Average Spot Speed ¥§¡©wÂI³t²v
Average step length ¥§¡¨Bªø
Average Transport Distance ¥§¡¹Bµ{
Average Transport Distance Per Passenger ¨C®È«È¥§¡¹Bµ{
Average Transport Distance Per Ton ¨C¾·³fª«¥§¡¹Bµ{
Average Travel Speed ¥§¡®È¦æ³t«×
Average Turn-over Rate ¥§¡¨®¦ì¤p®ÉÂà´«²v
Average Waiting Time ¥§¡µ¥Ô®É¶¡
Automated guided vehicle system AGVS ¨T¨®¦Û°Ê¾É¦V¨t²Î
Axle load, Axle weight ¶b«
Azimuth ¤è¦ì¨¤¡F¦a¥¸g«×
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Backing collision ˼²
Back Calculation ¤Ïºâ
Backfill ¦^¶ñ
Balance Cut and Fill §¡¿Å«õ¶ñ
Balanced Cross Section ¥¿ÅÂ_±
Balanced earthwork ¤g¤è¥¿Å
Ball-bank indicator ²yª¬¶É±×«ü¥Ü¾¹
Barrier Curb »Ùê½t¥Û
Bank Gravel ªe©¤Ät¥Û
Bank protection Å@©¤
Banking, Earth fill, Fill ¶ñ¤g
Banning of turning movement ¸T¤îÂà¦V
Barge »é²î¡F¥©³²î
Barricade ©Ú°¨
Barrier Å@Äæ¡F¾×µÀð
Barrier Curb ¬]Äæ¦¡ºñ¥Û
Barrier System Toll Station ¬]±é¨î¦¬¶O¯¸
Barrier, Noise barrier, Noise barrier wall ¨¾µÀð
Base Course ©³¼h
Base Line °ò½u
Base of slope ©Y©³
Base-Failure ©³±¯}Ãa
Basic capacity °ò¥»®e¶q
Basic Fare °ò¥»¹B»ù
Basic route arrangement °ò¥»¸ô½u¦w±Æªk
Basic speed rule °ò¥»¸ô½uªk¥O
Basic Water Content °ò¥»§t¤ô¶q
Bas-kilometer «È¨®¦æ¾p¨½µ{
Batch-Mix Plant ¤À½L¦¡©Õ¦X¼t¡F¿Å¶q¦¡©Õ¦X¼t
Beacon «H¸¹¬W
Beacons «ü°w
Beam Culverts ±ç²[¬}
Bearing Capacity Factor ©Ó¸ü¶q¦]¼Æ
Bearing Capacity on Soil ©ÓÀ£¯}Ãa¡F©Ó¤O¯}Ä[
Bearing capacity, Carrying capacity ©Ó¸ü¶q
Bearing pile ¤ä¥Ã¼Î¡F©Ó¸ü¼Î¡F©Ó«ÝÏ
Bearing Plate ªh¿A°Ï«°
Bearing stratum ©Ó¸ü¼h
Bearing Surface ©Ó¸ü±¡F¥±¤ä©Ó
Bearing test ¸ü«¸ÕÅç
Before and after studies ¨Æ«e¤Î¨Æ«á¬ã¨s
Beginning of Curve BC ¦±½u°_ÂI
Belt Highway ¥~Àô¤½¸ô
Bench Mark BM ¤ô·ÇÂI
Bend, Bend channel, Bent, Channel bend, River bend Ås¹D
Bending ¼¸¦±¡FÅs¦±
Bending design Ås¹D¦¡³]p
Bending Index §O¦±«ü¼Æ
Bending moment Ås¯x
Bending stress Ås¦±À³¤O
Benefit Assessment ¨ü¯q¶O
Benefit Cost Ratio ¯q¥»¤ñ
Benefit-Factor Method §Q¯q¦]¯Àªk
Bentonite ¨m¤g
Berm á׳ö
Berm Ditch ¥»O·¾
Bicycle ¸}½ñ¨®
Bicycle and motorcycle ¾÷ºC¨®
Bicycle lane system ¸}½ñ¨®±M¥Î¨®¹D¨t²Î
Bid Bond ©ã¼Ðª÷
Bid, Tender §ë¼Ð
Bike lane ¸}½ñ¨®¹D
Bikeway ¸}½ñ¨®±M¥Î¹D
Binary Choice ¤G¶µ¿ï¾Ü
Binary Variable ¤G¶i¦ìÅܼÆ
Binder Course ÂH¦X®Æ¡Fµ²¦X¼h¡FÂH¦X¼h
Binder Material µ²¦X®Æ¡FÂH¦X®Æ
Binders Ößµ²®Æ
Binding Course µ²¦X¼h
Binomial Arrival ¤G¶µ¨ì¹F
Binomial Distribution ¤G¶µ¤À°t
Bio-film treatment system ±µÄ²Ãn®ðªk
Birds' eye view ³¾äü¹Ï
Bit ÆpÀY
Bit Per Second bps ¨C¬í¶Ç¿éªº¦ì¼Æ
Bitumen Ãw«C
Bituminous Joint Fillers Ãw«C±µÁ_¶ñ¥R®Æ
Bituminous Material Ãw«C§÷®Æ
Bituminous Overlay Ãw«C«Ê¼h
Bituminous Pavement Road Ãw«C¾Q¸ô
Bituminous Penetration Macadam Äé¤J¦¡Ãw«C¸ô±
Bituminous Pressure Distributor Ãw«CÀ£¤O´²§G¾÷
Bituminous Sand Slurry Ãw«C¨F¼ß
Bituminous Surface Treatment Ãw«Cªí±³B²z
Bituminous Water Proof Coating Ãw«C¨¾¤ô¼h
Bituminous Treated Base BTB Ãw«C³B²z©³¼h
Bituminous Treated Sand Gravel Ãw«C³B²z¬âÄt
Black-Hole Effect ¶Â¬}®ÄÀ³
Balance Cut and Fill «õ¶ñ¤§¥¿Å
Blast ¶}¬µ
Blast Pad ¼Q®ð¨¾Å@©W
Blasting Method ¬µ²¾ªk
Bleeding ¸ô±«_ªo
Blight proof courses ¯fÂή`¨¾ªv
Blood alcohol concentration ¦å²G¤¤°sºë¿@«×
Blown Asphalt §j¨îÃw«C
Boiling ¬â´é
Bonding Agent ÂHµÛ¾¯
Bore ÆpÆw
Bored pile Æp±¸¼Î
Borehole Æp¤Õ
Boring Æp±´
Boring log Æp¤Õ¬Wª¬¹Ï
Boring machine Æp¾÷
Boring Rod Æp§ý
Boring-core Æp¤Õ©¥¤ß
Borrow ɤg¡Fɤè
Borrow area ɤg°Ï
Borrow Pit ɤg§|¡F¨ú¤g§|
Bottle neck control ²~ÀV¸ô¬q¡]¦aÂI¡^ºÞ¨îªk
Bottle Neck Road ²~ÀV¬q¡F²~ÀV¸ô
Bottleneck ²~ÀV
Bottom Course ©³¼h
Bottom Flange ¤UÁlºñ
Boulder §Z¥Û
Box caisson ¨I½c¡F½c¦¡¨I½c¡F§X¦¡¨I½c
Box Culvert ½c²[¡F½c§Î²[¬}
Box Drain ¤ô·¾´ë¡F§X§Î·¾´ë
Box girder ½c§Î±ç
Bracing ¤ä¼µ
Bracket / Chassis ©ì¬[
Brake failure, Defective brake ·Ù¨®¥¢ÆF
Brake light ·Ù¨®¿O
Brake Reaction time ·Ù¨®¤ÏÀ³®É¶¡¡F¨î°Ê¤ÏÀ³®É¶¡
Braking Distance «b¨®µø¶Z¡]°±¨®µø¶Z¡^
Braking system ·Ù¨®¨t²Î
Branch and Bound Algorithm ¤ÀªK¬É©wªk
Breakdowns ¬G»Ù
Breaking of Emulsion ¨Å¤ÆÃw«CÂHµ²
Breaking Wave ¸Hªi
Breakaway ²æÂ÷¦¡±µÀY
Breath alcohol concentration ©I®ð°sºë§t¶q
Brick Pavement ¿j¾Q¸ô±¡F¿j¾Q±
Brick Pavement Road ¿j¾Q¸ô
Brick Road ¿j±¸ô
Bridge ¾ô¼Ù
Bridge Abutment ¾ô»O
Bridge Approach ¾ô¸d¤Þ¹D
Bridge bearing ¾ô¤ä©Ó
Bridge deck ¾ô±ªO
Bridge deck/floor ¾ô±
Bridge expansion joint ¾ô±¦ùÁYÁ_
Bridge floor ¾ô±
Bridge head ¾ô¶ð
Bridge inspection ¾ô¼ÙÀË´ú
Bridge Management System ¾ô¼ÙºÞ²z¨t²Î
Bridge pier ¾ô¼[
Bridge railing ¾ôÄæ§ý
Bridge span ¾ô¸ó
Brightness ·Ó§ù¡F½÷§ù¡F©ú«G«×
Brightness contrast ½÷«×¹ï·Ó¤ñ
Brittle fracture ¸Hµõ
Brittleness ¯Ü©Ê¡F¯Ü«×
Gravel Road ¸H¥Û¸ô
Broken Stone Surface ¸H¥Û¸ô±
Broken-back Curve Â_I¦±½u
Broken-Beach Grade Line ¯}I©Y«×½u
Benkelman Beam ´^¬_°Ò±ç
Buckling ®À©}¡F¸ô±«ý°_
Budget ¹wºâ¸g¶O
Budgetary estimate ¸g¶O·§ºâ
Buffer ½w½Ä¾¯¡F½w½Ä¾¹
Buffer buildings ½w½Ä«Ø¿vª«
Buffer distance ½w½Ä¶ZÂ÷
Buffer reach ½w½Ä¬q
Buffer time ½w½Ä®É¶¡
Buffer zone ½w½Ä±a
Building Code «Ø¿v³W¦G¡F«Ø¿vªk³W
Building Coverage Ratio «Ø½ª²v¡F«Ø¿v±¿n¤ñ
Building Line «Ø¿v½u
Built-in Parking Facilities «Ø¿vª«ªþ³]°±¨®ªÅ¶¡
Bulb Type ²yª¬
Bulk Density µêªQÅé±K«×
Bulk Specific Gravity ªQ¤ñ«¡F®e¿n¤ñ«¡Fµê¤ñ«
Bulkhead ¹jÀð¡F¤Ñµ¡¡F»é©¤¡F¹j¿µ
Bull Dozer °ï¤g¾÷
Bulldozer ±À¤g¾÷
Bulldozer Blade ¨í¤M
Bullet-nose ¼uÀY¦yºÝ¦¡
Bullet-nose Form ¼uÀY¦¡
Bumper «OÀI§ý
Bundle method ¥ú§ôªk
Bureau of Public Road (renamed to FHWA) ¬ü°êÁp¨¹¤½¸ô§½
Bus ¤j«È¨®
Bus Bay ¤½¨®ÆW
Bus company ¤½¨®¤½¥q
Bus driver ¤½¨®¾r¾pû
Bus driving ¤½¨®¹B¦æ
Bus Exclusive Lane ¤½¨®±M¥Î¹D
Bus fare ¤½¨®¶O²v
Bus Lane ¤½¨®±M¥Î¨®¹D
Bus management information system ¤½¨®ºÞ²z¸ê°T¨t²Î
Bus network ¤½¨®¸ôºô
Bus Operating Rate/Bus Dispatching Rate ¥X¨®²v
Bus operation ¤½¨®Àç¹B
Bus operation management ¤½¨®Àç¹BºÞ²z
Bus parking area ¤j«È¨®°±¨®³õ
Bus Rapid Transit ¤½¨®±¶¹B
Bus ridership ¤½¨®¹B¶q
Bus route ¤½¨®¸ô½u
Bus route inquiring system ¤½¨®¸ô½u¬d¸ß¨t²Î
Bus scheduling ¤½¨®±Æ¯Z
Bus speed limits ¤½¨®³t
Bus station ¤½¨®°±¾a¯¸
Bus stop spacing ¤½¨®¯¸¶Z
Bus Street ¤½¨®±M¥Îµó¹D
Bus system design ¤½¨®¨t²Î³]p
Bus system, Bus transit system, Public bus system ¤½¨®¨t²Î
Bus Terminal ¤½¨®²×¯¸¡F¤½¨®Á`¯¸¡F¤½¨®³õ¯¸
Bus transportation ¤½¨®¹B¿é
Bus, Public bus ¤½¦@¨T¨®
Buses ¤j«È²
Bush hammering ²Ê±¥Û¤u
Business District °Ó·~°Ï
Business Vehicle Àç·~¨®½ø
Bus-Kilometer «È¨®¦æ¾p¨½µ{
Busway ¤½¨®±M¥Î¹D
Butt Joint ¥ÀY±µÁ_
Button reflector ¤Ï¥ú¶s
Buttressed Wall ¥~¤äÀð
Buttressed Abutment ¼µ¦¡¾ô»OÀð
Buttressed Retaining Wail ¥~¤ä¦¡¾×¤gÀð
Bypass highway ¶¶V¤½¸ô
Bypass road ¥~Àô¹D
Bypass route ¶¹D¸ô½u
Bypass Street ¶¶Vµó
Bypassing Traffic ¶¶V¥æ³q
Bystreet ¤äµó
C
Cab Signal ¨®´[¸¹§Ó
Cab, Taxi pµ{¨®
Cable Car, Cableway ªÅ¤¤Æl¨®
Cable stayed bridge ±×±i¾ô¡F±×¯Á¾ô
Cable Suspension Bridge ¯Á¾ô
Caboose ¨®°Èû±M¥Î¨®
Cadastral map ¦aÄy¹Ï
Cadastral Survey ¦aÄy´ú¶q
California Bearing Ratio CBR ¥[¦{¼¸ü¤O¤ñ
Canal Aqueduct ¿é¤ô¾ô
Canal Bridge ´ë¾ô
Canal Tunnel ¿é¤ôÀG¹D
Cancellation µù¾P
Candle (Candle Power) Cd, Cp ³æ¦ì¡GÀë¥ú
Cantilever Bridges ÄaÁu¦¡¾ô¼Ù
Cantilever method ÄaÁu¤uªk
Cantilever retaining wall ÄaÁu¾×¤gÀð
Cantilever type retaining wall ÄaÁu¦¡¾×¤gÀð
Cap ¼Î´U¡F¹pºÞ¡]«U¡^
Capacitated arc routing problem ®e¶q¨î©¶¸ô®|¨®½ø¦æ¾p°ÝÃD
Capacitated freight distribution ¹s¾á³fª«¹B¿é
Capacity ®e¶q¡F²[®e©Ê
Capacity analysis ®e¿n¤ÀªR
Capacity and level of service analysis ®e¶q»PªA°È¤ô·Ç¤ÀªR
Capacity constraint, Capacity restriction ®e¶q¨î
Capacity estimation ®e¶q¦ôp
Capacity limitation ®e¶q·¥È
Capacity model ®e¶q¼Ò¦¡
Capacity of Bus Line ¤½¨®¸ô½u®e¶q
Capacity reduction factor, Strength reduction factor ±j«×§é´î¦]¼Æ
Capacityutilization ®e¶q¨Ï¥Î²v
Capillary Lift ¤òºÞ¤ô¤É°ª«×¡F¤ò²ÓºÞ¤ô¤É°ª«×
Capillarity ¤ò²ÓºÞ§@¥Î¡F¤ò²ÓºÞ²{¶H
Captive Riders µL¦Û¥Ñ¿ï¾Üªº¼«È
Captive Transit Rider ¤j²³¹B¿é©T¦³¨Ï¥ÎªÌ
Car accident, Traffic accident ¥æ³q¨Æ¬G
Car accreditation system ¨®½ø»{ÃÒ¨î«×
Car body ¨®Åé
Car detector, Vehicular detector ¨®½ø°»´ú¾¹
Car following model ¸ò¨®¼Ò¦¡¡F¦Û°Ê¸ò¨®¨t²Î
Car navigation system ¨T¨®¾É¦V¨t²Î
Car Ownership ¨T¨®«ù¦³¡F¨T¨®«ù¦³Åv
Car Pooling, Carpool ¨T¨®¦@¼
Car, Vehicle ¨®½ø
Carbon Dioxide CO2 ¤G®ñ¤ÆºÒ
Carphone ¨®¥Î¹q¸Ü
Car-Rental Carrier ¤p«È¨®¯²¸î·~
Carriage °¨¨®
Carrier wave ¸üªi
Casing ®MºÞ
Cast stone ¤H³y¥Û
Cast-in-place pile ³õű¼Î
Cast-in-place (CIP) Concrete ³õű²V¾®¤g
Casualty ¶Ë¤`
Catalog Service Interface Specification ¥Ø¿ýªA°È¤¶±³W½d
Catch Basin ¶°¤ô¤«¡FºI¬y¤«
Catch Drain ±Æ¤ô·¾¡FºI¤ô·¾
Catch Feeder Äéµ@¤ô¹D
Cathodic method ³±·¥¨¾ùתk
Cationic Asphalt Emulsions ¶§Â÷¤l¨Å¤ÆÃw«C
Caution Light ĵ§i¿O
Caution Sign ĵ§i¼Ð¡Fĵ§i¼Ð»x
Caution Signal ª`·N«H¸¹¡Fĵ§i¸¹§Ó
Cavitations ¤Õ»k²{¶H¡F¥Þ»k²{¶H
Concrete Pavement ²V¾®¤g¸ô±
Critical Speed Á{¬É³t²v
Cement Grout Äé¤ôªd¼ß¡F¤ôªdÄé¼Qºj
Cement grouting ¤ôªdÄé¼ß
Cement mortar ¤ôªd¬â¼ß
Cement Paste ¤ôªd¼ß
Cement Treated Sand Gravel ¤ôªd³B²z¬âÄt
Cencrete Cribbing ®Ø¦¡²V¾®¤g¾×¤gÀð
Census ´¶¬d
Center Frog k§Î§Ã¤ß
Center Island ¤¤¥¡®q
Center Line ¤¤½u¡F¤¤¤ß½u
Center Line Lane ¤¤¤ß¨®¹D¡F¤¤¥¡¨®¹D
Center Line Marking ¤¤¤ß¼Ð½u
Center Platform (Island Platform) ®q¦¡¤ë»O
Center Span ¤¤¥¡¸ó¤Õ
Center(line) stake ¤¤¤ß¼Î
Centerline ¤¤¤ß½u
Center-to-Center C2C ¤¤¤ß»P¤¤¤ß
Center-to-Field C2F ¤¤¤ß»P²{³õ
Central Business District CBD ¤¤¤ß°Ó·~°Ï
Central corridor system ¤¤¥¡¨«´Y¨t²Î
Central Cross-Island Highway, East-West Cross-Island Highway ¤¤¾î¤½¸ô
Central Divider ¤¤¥¡¤À¦V®q
Central Island ¤À¹j®q¡F¤¤¥¡®q¡F¤À¦V®q
Central Mixing Plant ¤¤¥¡©Õ¦X¼t
Central projection ¤¤¤ß§ë¼v
Central Shopping area ¤¤¥¡°Ó·~°Ï
Centralized Control System ¶°¤¤¦¡±±¨î¨t²Î
Centralized Traffic Control CTC ¤¤¥¡¦æ¨®±±¨îªk
Centrifugal force Â÷¤ß¤O
Centrifuge Cup Â÷¤ßªM
Centrifuge Kerosene Equivalent CKE Â÷¤ß·Ñªo·í¶qªk
Certification, Accreditation »{ÃÒ¡F®Öã
Change License ´«·Ó
Change of Registration Åܧóµn°O
Changeable Message Sign, Variable Message Sign CMS ¸ê°T¥iÅܼлx
Changeable Speed Limit Sign CSLS ³t¥iÅܼлx
Changing Lane ÅÜ´«¨®¹D
Channel ¼Ñ¹D
Channelized Intersection ¼Ñ¤Æ¥æ¤e
Channelization ¼Ñ¤Æ
Channelization island ¼Ñ¤Æ®q
Channelized Intersection ¼Ñ¤Æ¦¡¥æ¤e¡F¼Ñ¤Æ¸ô¤f
Channelizing Island ¼Ñ¤Æ®q
Channelizing Line ¼Ñ¤Æ½u¡FÀË®ÖÂI
Characteristic Deflection ¥Nªí©Ê¼¸«×
Character arrangement ¤å¦r±Æ¦C¤è¦¡
Character size ¤å¦r¤Ø¤o
Charging system ¦¬¶O¨t²Î
Charter Bus ±M¥Î¹CÄý¨®
Check Point ÀË®ÖÂI
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Check Valve °f¤î»Ö
Chemical grouting ÃIJGÄé¼ß
Chevron of divergence ¤À¬y¦¡¤s§Î±ø¯¾
Chevron of mergence ¨Ã¬y¦¡¤s§Î±ø¯¾
Chevron strip ¤s§Î±ø¯¾
Chief Engineer Á`¤uµ{¥q
Child pick-up area ®aªø±µ°e°Ï
Children-only Bus ¥®µ£±M¥Î¨®
Chinese road sign ¤¤¤å¹D¸ô¼Ð»x
Chord ©¶¡F©¶§ý
Chord Length ©¶ªø
Chute ½Ý¼Ñ¡F°~¼Ñ¡F¦Q·¾
Circle ¶g´Á
Circle/Roundabout ¶êÀô
Circuit Àô¹D¡]´ú¡^¡F¹q¸Ü¡]¹q¡^
Circuit-switched Public Data Network CSPDN ½u¸ô¥æ´«¤½²³¸ê®Æºô¸ô
Circular Arch ¶ê«ý¡F©·«ý
Circular Curve ¶ê¦±½u¡F³æ¦±½u¡F¶ê©·¦±½u
Circular failure ¶ê©·«¬¯}Ãa
Circular green light ¶ê§Îºñ¿O
Circular rod level ¶ê²°¤ô·Ç¾¹
Circular sliding surface ¶ê©··Æ°Ê±
Circulation ³q·¡F¥æ³q
Circulation Map ¥æ³q¹Ï
Circulation system Â༨t²Î
Circumferential street (road) ¥~Àô¡]Àôª¬¡^¹D¸ô
City Bus ¥«°Ï¤½¦@¨T¨®
City Planning ³£¥«pµe
City Planning Commission ³£¥«pµe©eû·|
City Planning Law ³£¥«pµeªk
City Rebuilding ³£¥«««Ø
City Transit ³£¥«¤j²³¹B¿é
Clamshell §ì¦¡«õ¤g¾÷
Classification Count ¤ÀÃþ½Õ¬d
Classification of road ¹D¸ô¤ÀÃþ
Classification of Soil ¤gÄ[¤ÀÃþ
Clear distance ²b¶Z
Clear height ²bªÅ°ª
Clear Span ²b¸ó¶Z
Clear Zone ²M°£°Ï
Clearance ²b¶Z
Clearance Height ²b°ª
Clearance Lost Time ²M¹D·l¥¢®É¶¡
Clearance time ²M¹D®É¶¡
Climate Conditions ®ðÔ±¡ªp
Climbing Lane ª¦©Y¹D¡Dª¦©Y¨®¹D
Clinker ·»¶ô
Close Network «Ê³¬ºô¸ô
Close System Toll Station «Ê³¬¨î¦¬¶O¯¸
Close Tunnel ÀG¹D°Ï
Closed Circuit Television Camera CCTV ³¬¸ô¹qµøÄá¼v¾÷
Closed Loop «Ê³¬Àô¸ô
Closed Network ºô¸ô¨t²Î
Closed traverse ³¬¦X¾É½u
Clothoid Curve (Clothide) Á³±Û¦±½u¡F§Jù±ô¦±½u¡Fù½u§Î¦±½u
Clover Leaf Interchange ¥|¸§Î¥æ¬y¹D¡F`½¶¸§Î¥æ¬y¹D
CO Detector ¤@®ñ¤ÆºÒ°»´ú¾¹
Coarse Aggregate ²Ê²É®Æ¡F²Ê°©§÷
Code ³W½d¡F¼ÆÈ
Coefficient of friction, Friction coefficient, Frictional
coefficient
¼¯À¿«Y¼Æ
Coefficient of Kinenatic Viscosity °ÊÂHº¢«Y¼Æ
Coefficient of kurtosis ®p«×«Y¼Æ
Coefficient of Side Friction °¼æsÀ¿«Y¼Æ
Coefficient of Subgrade ¸ô°ò§Ü¤O«Y¼Æ
Cofferdam ³ò³÷
Coefficient of Utilitization CU ·Ó©ú²v
Cohesion ¾®»E¤O¡FÂH¤O¡FÂHµ²¤O
Cohesion of soil ¤gÄ[¤§¾®»E¤O
Cohesive Value ¾®»EÈ
Cold-Mix Asphalt Concrete ª~©ÕÃw«C²V¾®¤g
Collector Ditch ¶°¤ô·¾
Collector Road ³sµ¸¹D¸ô
Collector Street Ápµ¸¹D¸ô
Collector-distributor Roads ¶°´²¹D
Collision ½Ä¼²¡F¸I¼²
Collision Accident ¸I¼²¨Æ¬G
Collision area ¸I¼²°Ï
Collision diagram ¸I¼²¹Ï¡F¬Û¾î¥Ü·N¦]
Collision Warning Systems ¸I¼²¹wĵ¨t²Î
Color Light Signal ¦â¿O¸¹§Ó
Color contrast ¦â±m¹ï¤ñ
Color quality ¥ú¦â«~½è
Combination Truck Tractor-trailer Ápµ²¨®
Commercial Center °Ó·~¤¤¤ß
Commercial District °Ó·~°Ï
Commerical Driver's License CDL ¤j«¬¨®½ø¾r·Ó¡]16¤H¥H¤W¡^
Commercial Fleet Management °Ó¥Î¨®¶¤ºÞ²z
Commercial Motor Vehicle CMV °Ó·~¥Î¨®
Commercial Speed °Ó·~¹BÂà³t²v
Commercial Traffic °Ó¨®¥æ³q¶q
Commercial Vehicle Electronic Credential Management °Ó¥Î¨®½ø¹q¤l¾ÌÃÒºÞ
²z
Commercial Vehicle Operating System °Ó¥Î¨®Àç¹B¨t²Î
Commercial Vehicle Operations CVO °Ó¨®Àç¹B¨t²Î
Commercial Vehicle Operations Services CVOS °Ó¨®Àç¹BªA°È
Commodity °Ó«~
Community Center §ù°Ï¤¤¤ß
Community Planning ªÀ°Ï³Wµe
Commuter ³q¶ÔªÌ
Commuter Rate ¦^¼Æ¶O²v
Commuter Rail, Commuter Train ³q¶Ô¤õ¨®
Commuting Distance ³q¶Ô¶ZÂ÷
Compacted Subgrade À£¹ê¸ô°ò
CompactionÉq¹ê¡FÀ£¹ê
Compaction effort Éq¹ê¯à¶q
Compatibility ¬Û®e©Ê
Compensation ¼x¦¬¸ÉÀv
Compensation for Damage ·l¥¢½ßÀv
Compensation for the land price ¦a»ù¸ÉÀv
Complementary Route ¸É¥R¸ô½u
Complex intersection ½Æ¦X¾A¥æ¤e¸ô¤f
Composite Beam ¦X¦¨¸d¡F½Æ¦X¸d
Composition of Traffic ¥æ³q²Õ¦¨
Compound Curve ½Æ¦±½u
Comprehensive ¾ãÅé©Ê
Comprehensive parking program ºî¦X©Ê°±¨®pµe
Comprehensive Planning ºî¦X©Êpµe
Compressibility of Soil ¤gÄ[À£ÁY©Ê
Compression À£ÁY¡FÀ£¤O
Compression Stress À£À³¤O
Compressive Strength §ÜÀ£±j«×
Compulsory Purchase ¼x¦¬
Computer signal ¹q¸£¸¹§Ó
Computer signal lamp system ¹q¸£¸¹§Ó¨t²Î
Computer-Aided Dispatching System ¹q¸£»²§U¬£¨®¨t²Î
Computerized traffic signal system ¹q¸£¤Æ¸¹§Ó¨t²Î
Concave ¥W
Concave Bank ¥W©¤
Concave curve ¥W§Î¦±½u
Concave Joint ¥|Á_
Concave-convex ¥W¥Y§Î
Concentrated load ¶°¤¤²ü«
Concentration time ¶°¬y®É¶¡
Concentric opposed plane helical ramp ¦P¤ß¤Ï¦VÁ³±Ûª¬¥`¹D
Concrete ²V¾®¤g
Concrete barrier (New Jersey) ¯Ã¿A¦è¡]²V¾®¤g¡^Å@Äæ
Concrete islands ²V¾®¤g¥æ³q®q
Concrete joint ²V¾®¤g±µÁ_
Concrete Mixing ²V¾®©Õ¦X¾÷
Concrete Overlays ²V¾®¤g¸ô±¥[¾Q
Concrete pavement ²V¾®¤g¾Q±
Cone ¥æ³qÀ@
Cone of acute vision ©ú´·µøÀ@¨¤
Cone of glance area ¿hµøÀ@¨¤½d³ò
Cone of sight µøÀ@¨¤
Conflict ½Ä¬ð
Conflict analysis ½Ä¬ð¤ÀªR
Conflict Area ½Ä¬ð°Ï°ì
Conflict lane change ½Ä¬ð©ÊÅÜ´«¨®¹D
Conflict management ½Ä¬ðºÞ²z
Conflict point ½Ä¬ðÂI
Congestion ¾ÖÀ½
Congestion degree ¾ÖÀ½«×
Congestion delay ¾ÖÀ½©µº¢
Congestion dummy variable ¾ÖÀ½µêÀÀÅܼÆ
Congestion pricing ¾ÖÀ½©w»ù
Congestion Time ¾ÖÀ½®É¶¡
Congestion toll ¾ÖÀ½¶O
Conical Surface ¶êÀ@±
Connecting Road ³sµ¸¤½¸ô
Connector ³s±µ¹D¸ô
Consistency ¸Y«×
Consolidation À£¹ê¡F©Tµ²¡FÀ£±K
Consolidation Rate À£±K²v
Construction Contract ¤uµ{¦X¬ù
Construction Joint ¬I¤u±µÁ_
Construction Load ¬I¤u¹D¸ô
Construction Planning ¬I¤upµe
Construction Sign ¬I¤u¼Ð»x
Construction Specification ¬I¤u³W½d
Construction/Maintenance Zone ¬I¤uºû×°Ï
Contact detector ±µÄ²¦¡°»´ú¾¹
Contact strip ±µÄ²±a
Container Packing Shed ³fÂd¨Ã¸Ë³q´Ì
Container parking area Ápµ²¨®°±¨®³õ
Container Trucking Carrier ³fÂd¹B¿é·~
Continuous Mixing Plant ³sÁZ¦¡©Õ¦X¼t
Continuous move-up operation ³sÄò¸ò¶i¦æ¬°
Continuous Station ªø´ÁÆ[´ú¯¸
Continuous Volume-count Program ªø´Á«ùÄò©Ê¥æ³q¶q½Õ¬d
Continuously reinforced concrete pavement CRCP ³sÄò¿ûµ¬²V¾®¤g¸ô±
Continuous-Mix Plant ³sÄò¦¡©Õ¦X¼t
Contour Interval µ¥°ª½u¶¡¹j¡Fµ¥°ª¶Z
Contour Line µ¥°ª½u
Contour Map µ¥°ª½u¹Ï
Contours µ¥°ª½u
Contract «´¬ù
Contract Change Order «´¬ùÅܧó³qª¾
Contraction Joint ¦¬ÁY±µÁ_
Contractor ©Ó¥]°Ó
Contraflow bus lane °f¦V¤½¨®±M¥Î¹D
Contributing area ¶°¤ô±¿n
Control Count ±±¨î¶q¥æ³q½Õ¬d
Control of Access ¥X¤JºÞ¨î
Control point comparison ±±¨îÂI¤ñ¸ûªk
Control points ±±¨îÂI
Control Radius ±±¨î¥b®|
Control section ºÞ¨î¸ô¬q
Control span ±±¨î¨î
Control Station ±±¨î¯¸
Control strategy, Regulation strategy ºÞ¨îµ¦²¤
Control survey, Control surveying ±±¨î´ú¶q
Controlled Access Highway ¥X¤JºÞ¨î¤½¸ô
Controller ±±¨î¾¹
Controlling Load ±±¨î½ü«
Convenience store ³c½æ°Ï
Conventional Roundabout ¶Ç²Î¶êÀô
Conventional Simulcast Radio System ¦PÀWµo®g¦@ªi¦¡µL½u¹q¸Ü¨t²Î
Converted traffic Â༥æ³q¶q
Convex Function ¥Y¨ç¼Æ
Convex Joint ¥Y±µÁ_
Conveyer ¿é°e¾÷
Conviction ¹H³W
Convoy ¨®¶¤
Cooperative Planning ¦X§@³W¹º
Coordinate scheduling ¨ó½Õ±Æ¯Z
Coordinated control ³sÂê±±¨î
Coordinated Control Signal ³sÂê±±¨î¸¹§Ó
Capital Cost ¤½¸ô¸ê¥»
Cordon Count ©P¬É¥æ³q¶q½Õ¬d¡F¤º°é¥æ³q¶q½Õ¬d
Cordon Line °Ï°ì½u¡F©P¬É½u
Corridor ¥æ³q³q´Y
Corridor Control ³q´Y±±¨î
Cost of Service ªA°È¦¨¥»
Count-down pedestrian signal ¦æ¤H˼Æp®ÉÅã¥Ü¾¹
Counter flow ¹ï¦V¨®¬y
Counter map µ¥¶q½u¹Ï
Counter Wall µ¥°ª½u
Country road ¶m¹D
Courier service §Ö»¼ªA°È
Covered Conduit ·t´ë
Covered Ditch ¥[»\·t·¾
Crack Spacing µõ¯¾¶¡¶Z
Crash ½Ä¼²¡F¸I¼²
Crawling lane ª¦©Y¹D
Creep ¼çÅÜ
Crest Vertical Curve ¥Y§Î½Ý¦±½u
Crew scheduling ¤Hû±Æµ{
Crib retaining wall ®Ø±ø¦¡¾×¤gÀð
Critical bottleneck ÃöÁä²~ÀV
Critical gap Á{¬É¶¡¶Z
Critical Length of Grade ©Ü¹DÁ{¬Éªø«×
Critical Path n®|
Critical Path Method CPM n®|ªk
Critical Point Á{¬ÉÂI
Critical rate of flow Á{¬É¬y²v
Critical Slope Á{¬É©Y«×
Critical speed Á{¬É³t«×
Critical Zone Á{¬É°Ï
Crop ÅSÀY
Cross road ¤Q¦r¸ô¤f¡F¥æ¤e¸ô¡F¤Q¦r¸ô
Cross Section Â_±¡F¾îÂ_±¡FºI±
Cross Slope ¾î¦V©Y«×
Cross walk ¦æ¤H¬ï¶V¹D
Crossing ¬ï¶V
Crossing facility ¬ï¶V³]¬I
Crossing maneuver ¥æ¤e¬ï¶V¹B¦æ
Crossing point ¥æ·|ÂI
Crossing rate ¬ï¶V²v
Crosswalk Line ¦æ¤H¬ï¶V¹D½u
Crowding ¾ÖÀ½
Crown ¸ô«ý¡F¸ô«a
Crown Ditch ©Y³»ºI¬y·¾
Crown line ¸ô«ý½u
Crude Oil ìªo
Cruise control ¦Û°Ê±±³t
Crusher ¸H¥Û¾÷
Cubic Parabola ¤G¦¸©ßª«½u
Cul-De-Sac ¦º«Ñ
Culvert ²[¬}¡F½c²[
Curb ½t¥Û¡F¸ôÃä¥Û¡FÅ@¨¤
Curb Bus Lane ³]¤_¸ô½t¤§¤½¨®±M¥Î¨®¹D
Curb ditch ¸ô½t²L·¾
Curb inlet ¸ô½t¶i¤ô¤f¡Fºñ¥Û¶i¤ô¤f
Curb Lane ½t°¼¨®¹D¡F¸ô½t¨®¹D
Curb Line ¸ôÃä½u
Curb Loading Zone ªu¸ô¸ü³f°Ï¡F¸ô®Ç¸Ë¨ø¦a±a
Curb Marking ½t¥Û¼Ð½u
Curb parking ¸ôÃä°±¨®¡]³õ¡^
Curb ramp ½t¥Û©Y¹D
Cure ¾iªv
Curing Àãªv¡F¾iÅ@
Curing age ¾iÅ@§÷ÄÖ
Curing compound ¾iÅ@¾¯
Curing Room ¾iÅ@«Ç¡F«O¾i«Ç
Current Traffic ·í®É¥æ³q¶q¡F²{¦³¥æ³q¶q
Curvature ¦±«×¡F¦±²v
Curve ¦±½u¡F¦±½uªO¡FÅs¹D
Curve Path ¦±½u¸ô½u
Curve, Bend Ås¹D
Curved Bridge ¦±½u¾ô
Cushion material ½w½Ä§÷®Æ
Cushioning effect ½w½Ä®ÄÀ³
Cut «õ¤è
Cut and cover method ©ú«õÂл\ªk¡]ÀG¹D¡^
Cut and Fill «õ¶ñ¡]°Êµü¡^¡F«õ¤è©M¶ñ¤è¡]¦Wµü¡^
Cut-Back Asphalt ªo·»Ãw«C
Cycle ¶g´Á
Cycle Expansion/Contraction ¶g´Á¼WªøÁYµuªk
Cycle slips ©Pªi²æ¸¨
Cycle Time ¶g´Á®É¶¡
Cyclic scheduling °j°é±Æ¯Z
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Daily Rainfall ¤é«B¶q
Daily time pattern ¨C¤é®ÉºA
Daily Traffic ¤é¥æ³q¶q
Daily variation diagram ¤éÅܤƹÏ
Datum °ò±
Datum mark °ò·ÇÂI
Datum Level °ò·Ç±
Datum Line °ò·Ç½u¡F°ò·Ç±
Datum Place °ò·Ç±
Day Light Signal ¤é¥ú¦¡¸¹§Ó¡F¿O¥ú¦¡¸¹§Ó
Day Work System ¤é¤u¨î¡FÂI¤u¨î
Daylight illumination ¤é¥ú·Ó©ú
Dense-Graded Asphalt Concrete DGAC ±K¯Å°tÃw«C²V¾®¤g
Debris º}¬yª«¡F¸H¤ù
Debris flow ¤g¥Û¬y
Debris hazard ¤g¥Û¨a®`
Deceleration ´î³t«×
Deceleration force ´î³t¤O
Deceleration lane ´î³t¨®¹D
Decentralize, Multilevel Control System ¤À´²¦¡¦h¼h±±¨î¨t²Î
Decision sight distance ¤ÏÀ³µø¶Z
Deck ª©
Deck Floor ¾ô±
Deck Truss ±¼h¦¡
Deep excavation ²`¶}«õ
Deep well method ²`¤«ªk
Default ¹H¬ù¡]°Êµü¡^
Default Value ¤º³]È
Defective brake ·Ù¨®¥¢ÆF
Deflection Åܦì¡F¼¸«×
Deflection angle ¶É±×¨¤
Deflection inclinometer ¶É±×»ö
Deformation ÅܧÎ
Deformed Bar ¦Ë¸`¿ûµ¬
Deformed Plate Ås¦±¶z
Deformed Plate Joint ¦±ªO±µÁ_
Defrosting ¸Ñá
Degree of brightness ½÷«×¤ô·Ç¡F·Ó«×¤ô·Ç
Degree of Compaction À£¹ê«×
Degree of Congestion ¾Ö¶ë«×
Degree of curvature ¦±«×
Degree of loading t²ü«×
Degree of Saturation ¹¡©M«×
Delay ©µ¿ð¡F¿ð©µ
Delay duration ©µº¢«ùÄò®É¶¡
Delay in queue µ¥Ô©µº¢
Delay in system ¨t²Î©µº¢
Delay model ©µº¢¼Ò¦¡
Delay rate, rate of delay ©µº¢²v
Delay study ©µº¢¬ã¨s
Delay timer ©µº¢©w¡]¹ï¡^®É¾¹
Delineators ¤Ï¥ú¾É¼Ð
Delivery area ¨ø³f°Ï
Delivery system °t°e¨t²Î
Delivery time »¼°e®É¶¡¡F°e³f®É¶¡
Demand Curve »Ý¨D¦±½u
Demand Response, Dial-a-Ride ¼·¥l¨®½ø
Demand volume »Ý¨D¬y¶q
Demand-Capacity Control »Ý¨D®e¶q±±¨î
Demand-supply of parking spaces °±¨®ªÅ¶¡ªº¨Ñ»Ý°ÝÃD
Demographic Data ¤H¤f¸ê®Æ
Dense Grade Asphalt Concrete DGAC ±K¯Å°tÃw«C²V¾®¤g
Dense-Graded Aggregate ±K¯Å°t²É®Æ
Density ±K«×
Density of Traffic ¥æ³q±K«×¡F¨®¬y±K«×
Density of volume ¬y¶q±K«×
Department of Transportation DOT ¹B¿é³¡
Departure Headway ÓV¸Ñ¶¡¶Z
Departure rate Â÷¶}²v
Dependent signal control ¬Û¨Ì¸¹§Ó±±¨î
Depot ÀË׳B
Depth Factor ²`«×¦]¼Æ
Design Capacity ³]p®e¶q
Design Controls and Criteria ³]p±±¨î»P¼Ð·Ç
Design curve ³]p¦±½u
Design Designation ³]pn¥ó
Design frequency ³]pÀW²v
Design Hourly Volume DHV ³]p¤p®É¥æ³q¶q
Design Lane ³]p¨®¹D
Design Level of Service ³]pªA°È¤ô·Ç
Design of Concrete Mix ²V¾®¤g°t¦X³]p
Design Period ³]p¦~
Design Period Adjustment ³]p¦~¤§®Õ¥¿«Y¼Æ
Design rule ³]pªk«h
Design Speed ³]p³t²v
Design Structure Number ¾Q±³]pµ²ºc¼ÆÈ
Design Subgrade Strength ³]p¸ô°ò±j«×È
Design Thickness ³]p«p«×
Design Traffic Number ³]p¥æ³q·í¶q
Design vehicle ³]p¡]¥Î¡^¨®½ø¡F³]p¨®«¬
Design Wheel Load ³]p½ü«
Design year ³]p¦~
Desire Line ®È¦¸»Ý¨D§Æ±æ½u¡FÄ@±æ½u¡F´Á±æ¸ô½u
Desire line chart Ä@±æ½u
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Desire speed Ä@±æ³t²v
Desired Design Period ÀÀ©w¤§³]p¦~
Destination ¥Øªº¦a
Destination zone °WÂI°Ï
Detector °»´ú¾¹
Deterring semibarrier ¨î¤î§@¥Îªº¥b°ª¦¡¬]Äæ
Deterioration Åܽè¡F´c¤Æ
Deterministic Delay ©T©w©µº¢
Deterministic Model ©wȼҦ¡
Detour «K¹D
Deviation °¾¦ì
Device ³]³Æ
D-factor D¡Ð¦]¯À¡F¤è¦V¦]¯À
Diagonal crosswalk lines ¯Z°¨¯¾¦æ¤H¬ï¶V¹D
Diagonal Parking ±×¦¡°±¨®¹D
Diagrammatic map ¥Ü·N¹Ï
Dial ¼Ð«×½L¡F¨è«×½L
Dial a ride ¼·¥lªA°È
Dial Gauge ´ú·Lªí
Dial-a-Ride, Demand Response ¼·¥l¨®½ø
Diamond bit Æp¥ÛÆpÀY
Diamond Interchange Ót§Î¥æ¬y¹D¡FÆp¥Û«¬¥æ¬y¹D
Diamond Lane ¹ºÆp¥Û¼Ð°Oªº¨®¹D¡]µ¹°ª¼¸ü¨®½ø¨Ï¥Î¡^
Diamond or parallel ramp Æp¥Û«¬©Î¥¦æ¥`¹D
Diaphragm wall ¦a¤U³sÄò¾À
Diatom ¹D½u
Diesel Fuel ®ãªo
Diffuse ÂX´²
Digital image processing ¼Æ¦ì¼v¹³³B²z
Digital Map ¼Æ¦r¦a¹Ï
Digital terrain model ¼ÆÈ¦a§Î¼Ò«¬
Digital topographic map ¼ÆÈ¦a§Î¹Ï
Dilemma zone ºÃ¼{§PÂ_°Ï¡FµS¿Ý°Ï¶¡¡F¨âÃø
Dining area À\¶¼°Ï
Dip ¶É±×
Dip slope ¶¶¦V©Y
Direct bus ª½¹F¤½¨®
Direct connection ª½±µ³sµ²¦¡
Direct Illumination ª½±µ·Ó©ú
Direct path ª½±µ¦æ®|
Direction Factor ¤è¦V«Y¼Æ
Direction Line «ü¦V½u
Directional Angles ¤è¦V¨¤
Directional Distribution ¤è¦V¤À§G
Directional Interchange ª½±µ¦¡¥æ¬y¹D
Directional island ¾É¦V¼Ñ¤Æ®q¡F¾É¦V®q
Directional Sign ¤è¦V¼Ð»x
Directional With Loops ªþ¦³°é¹D¤§ª½±µ¥æ¤e«¬
Disabled parking lots ´Ý»Ù°±¨®¦ì
Disabled toilet ´Ý»Ù´Z©Ò
Disabling Injury ´Ý»Ù©Ê¶Ë®`
Discharge ¬y¶q
Discharge Area ¬y¶q±¿n
Discharge Measurement ¬y¶q´ú¶q
Discharge Rate ¬y¥X²v
Discomfort glare ¤£¾A¯t¥ú
Dispatching ¬£¨®°ÝÃD
Dispatching efficiency ½Õ«×®Ä²v
Dispatching of duty ¶Ô°È¬£»º
Dispersed network equilibrium ¤À´²¸ôºô§¡¿Å
Dispersion Â÷®t¡FÂ÷´²
Displacement ¦ì²¾¡FÅܦì
Displacement Dial Indicator ¦ì²¾´ú·Lªí
Display Panel Åã¥Ü±ª©
Disposal area ±ó¤g°Ï
Distance ¶ZÂ÷
Distance based fare ¨½µ{¶O²v
Distance change ¶ZÂ÷ÅܤÆ
Distance error ¶ZÂ÷»~®t
Distance Post ¨½µ{¼Ð
Distance test ¶ZÂ÷´ú¸Õ
Distance-Measuring Equipment DME ´ú¶Z»ö
Distress severity ¯}ÃaÄY«µ{«×
Distress survey ·lÃa½Õ¬d
Distributed Control System ¤À´²¦¡±±¨î¨t²Î
Distribution °t¾P
Distribution center °t¹B¤¤¤ß
Distribution center, Goods distribution center ª«¬y¤¤¤ß
Distribution channel ¬y³q³q¸ô
District ªÀ°Ï
District Engineer ¤uµ{³B³Bªø
Disutility t®Ä¥Î
Ditch Ãä·¾
Ditching Machine «õ·¾¾÷
Diverging ¤À¬y
Diverging area ¤À¬y°Ï¡F¤À¬y°Ï°ì
Diverging conflicts ¤À¬y½Ä¬ðÂI
Diverging point ¤À¬yÂI
Diversion flow ¤À¹D¨®¬y
Divided Highway ¤À¹j¦¡¤½¸ô
Divided Road ¤À¹j¦¡¹D¸ô
Dividing Strip ¤À¹j±a
Divisional island ¤À¦V®q¡F¤À¦V¼Ñ¤Æ®q
Divorce ¤À¶}
Do not cross ¸T¤î¸ó¶V
Do not enter ¨®¹D¸T¤î¶i¤J¡F¤£ã¶i¤J¡F½Ð¤Å¶i¤J
Do not enter sign ¸T¦æ¤è¦V¼Ð»x
Document Type Definition ÀÉ«¬ºA©w¸q
Domain Expert »â°ì±M®a
Domestic ¥»¤gªº¡F°Ï°ìªº
Door to door service ¤ÎªùªA°È¡F¤Î¤áªA°È
Dot marker ¶êÂI¼Ðª«
Double decked bus Âù¼h¤Ú¤h
Double Opening Âù¶}¤Õ
Double parking ¨Ã±Æ°±¨®
Double Y type ÂùY¦¡
Double-deck ramp Âù¼h¥`¹D
Double-decked Bus Âù¼h¤½¨®
Dowel Bar ºóÁ_µ¬¡F±µÁ_¿ûµ¬¡]¾î¦V¡^
Down Grade ¤U©Y
Down Slope ¨ø©Y
Downgrade Ramp ¤U©Y¥`¹D
Downhill Grade ¤U©Y
Downstream ¤U´å
Downstream section ¤U´å¬q¡F¤U¬y¬q
Downtown street ¾x¥«µó¹D
Dozer ±À¤g¾÷
Dr. Sun Yat-Shen Highway, Sun Yat-Sen National Freeway ¤¤¤s°ª³t¤½¸ô
Drafting ø»s¡Fø¹Ï
Drafting Room »s¹Ï«Ç
Draftsman ø¹Ïû
Dragline ¥¶¤g¾÷
Drain Ditch ±Æ¤ô·¾
Drain Pipe ±Æ¤ôºÞ
Drainage ±Æ¤ô
Drainage pavement ±Æ¤ô©Ê¾Q±
Drainage Basin ¬y°ì
Drainage Channel ±Æ¤ô´ë
Drainage Coefficient ±Æ¤ô«Y¼Æ
Drainage Ditch ±Æ¤ô·¾
Drainage Facilities ±Æ¤ô³]¬I
Drainage Pavement ±Æ¤ô¾Q±
Drainage Pipe ±Æ¤ôºÞ
Drainage System «B¤ô·¾¨t
Drawbar Pull ©Ô§ý²o¤Þ¤O
Drawing Interchange File ¹Ï§Î¥æ´«¤å ¥ó
Drawings ¹Ï»¡
Dredging ¯CÙñ
Driven pile ¥´À»¼Î
Driver ¾r¾p¤H
Driver behavior model ¾r¾pªÌ¦æ¬°¼Ò¦¡
Driver behavior, Driving behavior ¾r¾p¦æ¬°
Driver characteristic ¾r¾pû¯S©Ê
Driver Expectancy ¾r¾p¤H´Á±æ
Driver Information System ¾r¾p¸ê°T¨t²Î
Driver Perception Reaction Distance ¾r¾p¤H¤ÏÀ³¶ZÂ÷
Driver Reaction Time ¾r¾p¤H¤ÏÀ³®É¶¡
Driver training circuit ¾r¾p°V½m¯Z
Driver's License ¨T¨®¾r¾p°õ·Ó¡F¨T¨®¾r·Ó
Driver's vision ¾r¾p¤HµøÄ±
Driveway ¨p¥Î¶i¥X¨®¹D
Driving Behavior ¾r¾p¦æ¬°
Driving Cycle ¦æ¨®«¬ºA
Driving environment ¾r¾pÀô¹Ò
Driving pattern ¦æ¨®«¬ºA
Driving power ¦æ¶i°Ê¤O
Driving rod ¶Ç°Ê¶b
Driving school ¾r°V¯Z
Driving school training vehicles ±Ð½m¨®
Driving Simulator ¾r¾p¼ÒÀÀ¾¹
Driving Skill ¾r¾p§Þ¯à
Driving test ¸ô¸Õ¡F¼Î¸Õ
Driving under the influence of alcohol °s«á¾r¾p
Dropping Weights ¸¨Á覡ÉqÀ£¾÷
Drum Mix Plant ¹ª¦¡©Õ¦X¼t
Drunk driving enforcement acts °s¾K¾r¾p¨ú½lªk
Dual Left Turn Âù¦V¥ªÂà
Dual mode bus Âù¥Î³~¤½¨®
Ductility ©µ®i©Ê
Dumper ¶É¨ø¨®
Durability Test ¬I¤u´ú¶q
Duration «ùÄò´Á¶¡¡F©µ®É
Duration curve ©µ®É¦±½u
Duration of lane change operation ÅÜ´«¨®¹D§@·~ªº©µ®É
Dynamic characteristics °ÊºA¯S©Ê
Dynamic Information Subsystem °ÊºA¸ê°T¦¸¨t²Î
Dynamic route choice °ÊºA¸ô®|¿ï¾Ü
Dynamic route guidance °ÊºA¸ô®|¾É¤Þ
Dynamic route switching °ÊºA¸ô®|ÅÜ´«
Dynamic Segmentation °ÊºA¤À¬q
Dynamic signal control °ÊºA¸¹§Ó±±¨î
Dynamic system-optimum control model °ÊºA¨t²Î³Ì¨Î±±¨î¼Ò¦¡
Dynamic timing computation °ÊºA®É¨îpºâ
Dynamic traffic characteristic °ÊºA¥æ³q¯S©Ê
Dynamic traffic signal control °ÊºA¥æ³q¸¹§Ó±±¨î¨t²Î
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Early age strength of concrete ²V¾®¤g¦´Á±j«×
Early cut-off period ¦³¬¡]Ãö¡^®É¬q
Earth Embankment ¤g³ö
Earth Excavation «õ¤g
Earth Fill ¶ñ¤g
Earth slide ¦a·Æ
Earth structure ¤g¤uµ²ºcª«
Earth Wedge ¤g·¤
Earth Work ¸ô°ò¤g¥Û¤è
Earthflow ªd¬y¡F¤g¬y
Earthquake ¦a¾_
Earthwork ¤g¥Û¤è¤uµ{¡F¤g¤è
Easement or Transition Curve º¥¦±½u
East-West Expressway ªF¦è¦V§Ö³t¤½¸ô
Ecological Engineering Methods ¥ÍºA¤uªk
Economic benefits analysis ¸gÀٮįq¤ÀªR
Economical Haul ¸gÀÙ¹B¶Z
Economy on Quantity of Haul ¸gÀÙ¹B¶q
Effect of depth ²`«×®ÄÀ³
Effective contrast ratio ¦³®Ä¹ï·Ó¤ñ
Effective Diameter of Voids ¦³®Ä¤Õ»Ø²É®|
Effective Green Time ¦³®Äºñ¿O®É¶¡
Effective Normal Stress ®Ä¥¿À³¤O
Effective red (green) time ¦³®Ä¬õ¡]ºñ¡^¿O®É¶¡
Effective Specific Gravity ¦³®Ä¤ñ«
Effective unit weight ¦³®Ä³æ¦ì«
Effective width ¦³®Ä¸ô´T¼e«×
Effectiveness ¦³®Ä«×
Effluent ©ñ¬y¤f¡F¥X¬y¤ô
Eighty-fifth PercentileSpeed 85¦Ê¤À¦ì¤¸³t²v
Elastic Deformation ¼u©ÊÅܧÎ
Elastic equilibrium ¼u©Ê¥¿Å
Electric Lighting ·Ó©ú
Electric motorcycle ¹q°Ê¾÷¨®
Electric public bus ¹q°Ê¤½¦@¨T¨®
Electric room ¹q®ð«Ç
Electrical contact ¹q°Ê°» ´ú¾¹
Electrically operated meter ¹q°Ê¹BÂàªí
Electrodynamics Suspension EDS ¹q°ÊÄa¯B
Electromagnetic Suspension EMS ¹qºÏÄa¯B
Electromechanical ¾÷¹q¦¡
Electronic decade meter ¹q¤l¤Q¶i¡]¤À¡^¦ìªí
Electronic distance measurement instrument ¹q¤l´ú¶Z»ö
Electronic gate ¹q¤lªù¡F¹q°Êªù
Electronic theodolites ¹q¤l¸g½n»ö
Electronic Toll Collection ¹q¤l¦¬¶O
Element ³æ¤¸¡F¤¸¯À¡Fn¯À
Elemental maneuver area °ò¥»¹B¦æ°Ï °ì
Elemental weaving section °ò¥»ªº¥æÂ´¬qªø«×
Elevated Highway °ª¬[¤½¸ô
Elevated observer method ©~°ªÆ[´ú¡]¹î¡^ªk
Elevated rail bridge °ª¬[¾ô
Elevation ¼Ð°ª¡F°ªµ{
Elevation above mean sea-level ¥§¡®ü¤ô±
Elevator ¹q±è
Elimi nation of off-set leg ¿ù ¶} ¨® ¹D ªº ®ø °£
Elongated area ©µ¦ù°Ï°ì
E-map of highway ¤½¸ô¹q¤l¦a¹Ï
Embankment ¸ô³ö
Embedded Depth ®û¨S²`«×
Emer gency «æ Ãø¡Fºò «æ ¨Æ ¬G
Emer gency delivery ºò «æ ¿é °e
Eme rgency Escape Ramps ºò «æ ¥X ¤f ¥` ¹D
Emer gency evacuation ºò «æ ²¨ ´²
Emer gency Management Services EMS ºò «æ ¨Æ ¬G³B ²z ªA °È
Emer gency Notification ºò «æ ¨Æ ¬G ³q §i
Emer gency response ºò «æ À³ ÅÜ
Emer gency road ºò «æ ¹D ¸ô
Emer gency service delivery ºò «æ¹B°eªA°È
Emer gency telephone ºò «æ ¹q ¸Ü¾÷
Emer gency Vehicle Management ºò «æ ±Ï ´© ¨®½øºÞ ²z
Eminent Dom ain ¦a¼x¦¬Åv
Emotion or judgment ¿E µo ±¡ ºü©Î§P Â_
Employee û ¤u
Employee buy-out û ¤u ¶R Â_
Employer ¶± ¥D
Emulsified Asphalt ¨Å¤ÆÃwªÖ
Emulsified Asphalt slurry ¨Å¤ÆÃw«C¬â¼ß
Enabling act Åv ¯à ªþ »P ¤è ®×
Enabling law Åv ¯à ªþ »P ªk -¥O
Encr oachm ent line «I ½u
End of Curve E.G. ¦±½u²×ÂI
End-Area Method ¥§¡©³±¿nªk
Energy dis sipater ®ø¯à¾¹
Enfor cem ent °õ ªk¡F°õ ¦æ
Engine resist ance ¤ÞÀºªý¤O
Engineering ¤u µ{
Engineering Economic Analysis ¤uµ{¸gÀÙ¤ÀªR
En-Route Driver Information ®È¦æ¤¤¾r¾p¸ê°T
En-Route Transit Information ¦æµ{¤¤¤j ²³¹B¿é¸ê°T
Entity ¹ê Åé
Ent rance ¤J¤f
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