A continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections

•A simplified continuous flow intersection called CFI-Lite is proposed.•CFI-Lite does not need sub-intersections, thus is ideal for arterials with short links.•CFI-Lite performs superiorly to the conventional and CFI designs.•Pareto capacity improvement can be achieved in CFI-Lite under effortless c...

Celý popis

Uloženo v:
Podrobná bibliografie
Vydáno v:Transportation research. Part C, Emerging technologies Ročník 56; s. 18 - 33
Hlavní autoři: Sun, Weili, Wu, Xinkai, Wang, Yunpeng, Yu, Guizhen
Médium: Journal Article
Jazyk:angličtina
Vydáno: Elsevier India Pvt Ltd 01.07.2015
Témata:
ISSN:0968-090X, 1879-2359
On-line přístup:Získat plný text
Tagy: Přidat tag
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
Abstract •A simplified continuous flow intersection called CFI-Lite is proposed.•CFI-Lite does not need sub-intersections, thus is ideal for arterials with short links.•CFI-Lite performs superiorly to the conventional and CFI designs.•Pareto capacity improvement can be achieved in CFI-Lite under effortless conditions. Oversaturation has become a severe problem for urban intersections, especially the bottleneck intersections that cause queue spillover and network gridlock. Further improvement of oversaturated arterial traffic using traditional mitigation strategies, which aim to improve intersection capacity by merely adjusting signal control parameters, becomes challenging since exiting strategies may (or already) have reached their “theoretical” limits of optimum. Under such circumstance, several novel unconventional intersection designs, including the well-recognized continuous flow intersection (CFI) design, are originated to improve the capacity at bottleneck intersections. However, the requirement of installing extra sub-intersections in a CFI design would increase vehicular stops and, more critically, is unacceptable in tight urban areas with closed spaced intersections. To address these issues, this research proposes a simplified continuous flow intersection (called CFI-Lite) design that is ideal for arterials with short links. It benefits from the CFI concept to enable simultaneous move of left-turn and through traffic at bottleneck intersections, but does not need installation of sub-intersections. Instead, the upstream intersection is utilized to allocate left-turn traffic to the displaced left-turn lane. It is found that the CFI-Lite design performs superiorly to the conventional design and regular CFI design in terms of bottleneck capacity. Pareto capacity improvement for every traffic stream in an arterial system can be achieved under effortless conditions. Case study using data collected at Foothill Blvd in Los Angeles, CA, shows that the new design is beneficial in more than 90% of the 408 studied cycles. The testing also shows that the average improvements of green bandwidths for the synchronized phases are significant.
AbstractList Oversaturation has become a severe problem for urban intersections, especially the bottleneck intersections that cause queue spillover and network gridlock. Further improvement of oversaturated arterial traffic using traditional mitigation strategies, which aim to improve intersection capacity by merely adjusting signal control parameters, becomes challenging since exiting strategies may (or already) have reached their "theoretical" limits of optimum. Under such circumstance, several novel unconventional intersection designs, including the well-recognized continuous flow intersection (CFI) design, are originated to improve the capacity at bottleneck intersections. However, the requirement of installing extra sub-intersections in a CFI design would increase vehicular stops and, more critically, is unacceptable in tight urban areas with closed spaced intersections. To address these issues, this research proposes a simplified continuous flow intersection (called CFI-Lite) design that is ideal for arterials with short links. It benefits from the CFI concept to enable simultaneous move of left-turn and through traffic at bottleneck intersections, but does not need installation of sub-intersections. Instead, the upstream intersection is utilized to allocate left-turn traffic to the displaced left-turn lane. It is found that the CFI-Lite design performs superiorly to the conventional design and regular CFI design in terms of bottleneck capacity. Pareto capacity improvement for every traffic stream in an arterial system can be achieved under effortless conditions. Case study using data collected at Foothill Blvd in Los Angeles, CA, shows that the new design is beneficial in more than 90% of the 408 studied cycles. The testing also shows that the average improvements of green bandwidths for the synchronized phases are significant.
•A simplified continuous flow intersection called CFI-Lite is proposed.•CFI-Lite does not need sub-intersections, thus is ideal for arterials with short links.•CFI-Lite performs superiorly to the conventional and CFI designs.•Pareto capacity improvement can be achieved in CFI-Lite under effortless conditions. Oversaturation has become a severe problem for urban intersections, especially the bottleneck intersections that cause queue spillover and network gridlock. Further improvement of oversaturated arterial traffic using traditional mitigation strategies, which aim to improve intersection capacity by merely adjusting signal control parameters, becomes challenging since exiting strategies may (or already) have reached their “theoretical” limits of optimum. Under such circumstance, several novel unconventional intersection designs, including the well-recognized continuous flow intersection (CFI) design, are originated to improve the capacity at bottleneck intersections. However, the requirement of installing extra sub-intersections in a CFI design would increase vehicular stops and, more critically, is unacceptable in tight urban areas with closed spaced intersections. To address these issues, this research proposes a simplified continuous flow intersection (called CFI-Lite) design that is ideal for arterials with short links. It benefits from the CFI concept to enable simultaneous move of left-turn and through traffic at bottleneck intersections, but does not need installation of sub-intersections. Instead, the upstream intersection is utilized to allocate left-turn traffic to the displaced left-turn lane. It is found that the CFI-Lite design performs superiorly to the conventional design and regular CFI design in terms of bottleneck capacity. Pareto capacity improvement for every traffic stream in an arterial system can be achieved under effortless conditions. Case study using data collected at Foothill Blvd in Los Angeles, CA, shows that the new design is beneficial in more than 90% of the 408 studied cycles. The testing also shows that the average improvements of green bandwidths for the synchronized phases are significant.
Author Wang, Yunpeng
Wu, Xinkai
Sun, Weili
Yu, Guizhen
Author_xml – sequence: 1
  givenname: Weili
  surname: Sun
  fullname: Sun, Weili
  organization: School of Transportation Science and Engineering, Beihang University, Beijing, China
– sequence: 2
  givenname: Xinkai
  surname: Wu
  fullname: Wu, Xinkai
  organization: School of Transportation Science and Engineering, Beihang University, Beijing, China
– sequence: 3
  givenname: Yunpeng
  surname: Wang
  fullname: Wang, Yunpeng
  organization: School of Transportation Science and Engineering, Beihang University, Beijing, China
– sequence: 4
  givenname: Guizhen
  surname: Yu
  fullname: Yu, Guizhen
  email: yugz@buaa.edu.cn
  organization: School of Transportation Science and Engineering, Beihang University, Beijing, China
BookMark eNp9kD1PwzAURS1UJNrCD2DLyJLwHOO4EVOF-JKQWEBisxz7GbkEu9guiH-PSxkQA9Nb7rl698zIxAePhBxTaCjQ7nTV5KibFihvgDVA6R6Z0oXo65bxfkKm0HeLGnp4OiCzlFYAQHsupsQtKx18dn4TNqm2Y_ionc8YE-rsgq9Hl7EymNyzr5Q3VY7KWqe_oRjGyoZYhfeSV3kTVUZTDSHnET3ql-p3Uzok-1aNCY9-7pw8Xl0-XNzUd_fXtxfLu1ozvsg15caIgbVsYDBw2y7AdK3CwagOtbDcMMW5soNAJnrodEvZGetMr7WgFjRlc3Ky613H8LbBlOWrSxrHUXksGyUVAlrR9meiRMUuqmNIKaKV2mW1_bbMdKOkILdy5UoWuXIrVwKTRW4h6R9yHd2rip__Muc7Bsv6d4dRJu3QazQuFkfSBPcP_QX6fZfP
CitedBy_id crossref_primary_10_1016_j_trc_2018_11_004
crossref_primary_10_1109_TITS_2020_2998907
crossref_primary_10_1016_j_trc_2015_06_018
crossref_primary_10_3390_su13084098
crossref_primary_10_1016_j_trc_2016_11_021
crossref_primary_10_1155_2021_2688788
crossref_primary_10_3390_su13126917
crossref_primary_10_1016_j_trc_2016_08_001
crossref_primary_10_1016_j_trc_2016_11_003
crossref_primary_10_1016_j_trc_2017_01_018
crossref_primary_10_1016_j_trc_2017_12_006
crossref_primary_10_1155_2017_8167530
crossref_primary_10_1080_21680566_2019_1614496
crossref_primary_10_1109_TVT_2021_3105478
crossref_primary_10_3141_2553_14
crossref_primary_10_1111_mice_12236
crossref_primary_10_1080_15472450_2016_1216319
crossref_primary_10_1109_TITS_2021_3054910
crossref_primary_10_1177_0361198119844970
crossref_primary_10_1109_TVT_2024_3414969
crossref_primary_10_1155_2017_3506053
crossref_primary_10_1016_j_trpro_2017_05_008
crossref_primary_10_1080_21680566_2025_2474657
crossref_primary_10_1088_1757_899X_780_6_062021
crossref_primary_10_3390_app15126720
crossref_primary_10_1109_ACCESS_2024_3397495
crossref_primary_10_1007_s11771_017_3445_5
crossref_primary_10_1016_j_jag_2023_103598
crossref_primary_10_3390_su12145494
crossref_primary_10_3141_2553_08
crossref_primary_10_1111_mice_12780
crossref_primary_10_2174_1874447802115010001
crossref_primary_10_1080_19427867_2023_2278854
crossref_primary_10_1016_j_trc_2015_12_016
crossref_primary_10_3390_s16040446
crossref_primary_10_1016_j_trc_2020_102919
crossref_primary_10_1038_s41598_025_90009_z
crossref_primary_10_1016_j_eswa_2022_118595
crossref_primary_10_1016_j_trd_2025_104656
crossref_primary_10_1016_j_trc_2015_10_012
crossref_primary_10_3390_urbansci9030073
crossref_primary_10_1016_j_trpro_2023_11_889
crossref_primary_10_1109_TITS_2016_2609917
crossref_primary_10_1080_21680566_2020_1764410
crossref_primary_10_1016_j_trc_2025_105123
crossref_primary_10_1016_j_tra_2020_10_012
crossref_primary_10_3390_electronics9091412
Cites_doi 10.1016/j.trc.2010.04.005
10.1016/j.trc.2010.01.003
10.1016/j.trc.2013.08.002
10.1061/(ASCE)TE.1943-5436.0000596
10.3141/2348-01
10.3141/1727-10
10.3141/1727-05
10.1016/0041-1647(77)90006-5
10.1016/j.trb.2011.02.009
10.3141/2023-02
10.1002/atr.181
10.1016/0041-1647(77)90007-7
10.3141/1727-08
10.1287/opre.12.6.815
10.1016/j.trb.2006.03.001
10.3141/1751-07
10.1177/0361198105193900116
10.1016/S0191-2615(99)00034-X
ContentType Journal Article
Copyright 2015 Elsevier Ltd
Copyright_xml – notice: 2015 Elsevier Ltd
DBID AAYXX
CITATION
8FD
F28
FR3
KR7
DOI 10.1016/j.trc.2015.03.011
DatabaseName CrossRef
Technology Research Database
ANTE: Abstracts in New Technology & Engineering
Engineering Research Database
Civil Engineering Abstracts
DatabaseTitle CrossRef
Civil Engineering Abstracts
Engineering Research Database
Technology Research Database
ANTE: Abstracts in New Technology & Engineering
DatabaseTitleList Civil Engineering Abstracts

DeliveryMethod fulltext_linktorsrc
Discipline Economics
Engineering
EISSN 1879-2359
EndPage 33
ExternalDocumentID 10_1016_j_trc_2015_03_011
S0968090X1500090X
GroupedDBID --K
--M
-~X
.DC
.~1
0R~
123
1B1
1RT
1~.
1~5
29Q
4.4
457
4G.
5VS
7-5
71M
8P~
9JN
9JO
AAAKF
AAAKG
AACTN
AAEDT
AAEDW
AAFJI
AAIAV
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAQXK
AARIN
AAXUO
AAYFN
ABBOA
ABLJU
ABMAC
ABMMH
ABUCO
ABXDB
ABYKQ
ACDAQ
ACGFS
ACNNM
ACRLP
ACZNC
ADBBV
ADEZE
ADJOM
ADMUD
ADTZH
AEBSH
AECPX
AEKER
AFKWA
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AHZHX
AIALX
AIEXJ
AIKHN
AITUG
AJBFU
AJOXV
AKYCK
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
AOMHK
AOUOD
APLSM
ASPBG
AVARZ
AVWKF
AXJTR
AZFZN
BJAXD
BKOJK
BLXMC
CS3
EBS
EFJIC
EFLBG
EJD
EO8
EO9
EP2
EP3
FDB
FEDTE
FGOYB
FIRID
FNPLU
FYGXN
G-2
G-Q
GBLVA
GBOLZ
HAMUX
HMY
HVGLF
HZ~
H~9
IHE
J1W
JJJVA
KOM
LY1
LY7
M3Y
M41
MO0
MS~
N9A
O-L
O9-
OAUVE
OZT
P-8
P-9
P2P
PC.
PRBVW
Q38
R2-
RIG
ROL
RPZ
SDF
SDG
SDS
SES
SET
SEW
SPC
SPCBC
SSB
SSD
SSO
SSS
SST
SSV
SSZ
T5K
TN5
WUQ
XPP
~G-
9DU
AATTM
AAXKI
AAYWO
AAYXX
ABWVN
ACLOT
ACRPL
ADNMO
AEIPS
AFJKZ
AGQPQ
AIIUN
ANKPU
APXCP
CITATION
EFKBS
~HD
8FD
F28
FR3
KR7
ID FETCH-LOGICAL-c358t-15dd7b323b30b5f280d62aebda6ec7f5d3a55afb7e37906c213436d9cc71f0c13
ISICitedReferencesCount 55
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000356733400002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0968-090X
IngestDate Thu Oct 02 15:33:27 EDT 2025
Sat Nov 29 03:00:57 EST 2025
Tue Nov 18 22:32:58 EST 2025
Fri Feb 23 02:16:17 EST 2024
IsPeerReviewed true
IsScholarly true
Keywords Oversaturation
Signal control
Continuous flow intersection
Multi-objective mixed integer programming
Capacity analysis
Unconventional intersection design
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c358t-15dd7b323b30b5f280d62aebda6ec7f5d3a55afb7e37906c213436d9cc71f0c13
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 23
PQID 1770272947
PQPubID 23500
PageCount 16
ParticipantIDs proquest_miscellaneous_1770272947
crossref_citationtrail_10_1016_j_trc_2015_03_011
crossref_primary_10_1016_j_trc_2015_03_011
elsevier_sciencedirect_doi_10_1016_j_trc_2015_03_011
PublicationCentury 2000
PublicationDate 2015-07-01
PublicationDateYYYYMMDD 2015-07-01
PublicationDate_xml – month: 07
  year: 2015
  text: 2015-07-01
  day: 01
PublicationDecade 2010
PublicationTitle Transportation research. Part C, Emerging technologies
PublicationYear 2015
Publisher Elsevier India Pvt Ltd
Publisher_xml – name: Elsevier India Pvt Ltd
References Lieberman, Chang, Prassas (b0080) 2000; 1727
Reid, Hummer (b0120) 2001; 1751
Abramson, P., Bergren, C., Goldblatt, R., 1995. Human factors study of the continuous flow intersection at the dowling college NAT center. In: Presented at 4th Annual Symposium on Intermodal Transportation, Oakdale, NY, p. 2.
National Cooperative Highway Research Program (NCHRP), 2012, NCHRP 03-09 Report: Operation of Traffic Signal Systems in Oversaturated Conditions.
Hummer, J.E., Reid, J.D., 2000. Unconventional left-turn alternatives for urban and suburban arterials: an update. In: Transportation Research Circular E-C019: Urban Street Symposium Conference Proceedings, 28–30 June, Dallas, TX.
Abu-Lebdeh, Benekohal (b0010) 2000; 1727
Xuan, Daganzo, Cassidy (b0140) 2011; 45
Gazis (b0050) 1964; 12
Michalopoulos, Stephanopoulos (b0095) 1977; 11
Michalopoulos, Stephanopoulos (b0090) 1977; 11
Wu, X., Juarez, D., Jia, X., 2014. Optimal signal timing models for the FHWA and Mexico 4-legged continuous flow intersections. In: Presented at the Transportation Research Board 93rd Annual Meeting, January 12–16, Washington, D.C.
Autey, Sayed, El Esawey (b0015) 2013; 47
El Esawey, Sayed (b0040) 2007; 2023
Webster, F.V., 1958. Traffic Signal Settings. Road Research Technical Paper, No.39, Great Britain Road Research Laboratory, London.
Hughes, W., Jagannathan R., Sengupta, D., Hummer, J.E., 2010. Alternative Intersections/Interchanges: Informational Report (AIIR). Publication FHWA-HRT-09-060. FHWA, US Department of Transportation.
Hu, Wu, Liu (b0060) 2013; 36
National Transportation Operations Coalition (NTOC), 2011, 2011 Traffic Signal Operations Self Assessment, NTOC.
Yang, Chang, Rahwanji, Lu (b0145) 2013; 139
Daganzo (b0035) 2007; 41
Liu, Chang (b0085) 2011; 19
El Esawey, Sayed (b0045) 2013; 9
Jagannathan, Bared (b0075) 2005; 1939
Miettinen (b0100) 1999
Bared, J., 2009. Displaced Left-Turn Intersection. Publication FHWA-HRT-09-055. FHWA, US Department of Transportation.
Goldblatt, Mier, Friedman (b0055) 1994; 64
Park, Messer, Urbanik (b0115) 2000; 1727
(accessed 22.10.14).
Carroll, Lahusen (b0025) 2013; 2348
Chang, Lin (b0030) 2000; 34
Wu, Liu, Getttman (b0130) 2010; 18
El Esawey (10.1016/j.trc.2015.03.011_b0040) 2007; 2023
Goldblatt (10.1016/j.trc.2015.03.011_b0055) 1994; 64
Yang (10.1016/j.trc.2015.03.011_b0145) 2013; 139
10.1016/j.trc.2015.03.011_b0070
Hu (10.1016/j.trc.2015.03.011_b0060) 2013; 36
10.1016/j.trc.2015.03.011_b0110
Carroll (10.1016/j.trc.2015.03.011_b0025) 2013; 2348
10.1016/j.trc.2015.03.011_b0135
El Esawey (10.1016/j.trc.2015.03.011_b0045) 2013; 9
Liu (10.1016/j.trc.2015.03.011_b0085) 2011; 19
Miettinen (10.1016/j.trc.2015.03.011_b0100) 1999
Xuan (10.1016/j.trc.2015.03.011_b0140) 2011; 45
Michalopoulos (10.1016/j.trc.2015.03.011_b0095) 1977; 11
Michalopoulos (10.1016/j.trc.2015.03.011_b0090) 1977; 11
Lieberman (10.1016/j.trc.2015.03.011_b0080) 2000; 1727
Daganzo (10.1016/j.trc.2015.03.011_b0035) 2007; 41
Park (10.1016/j.trc.2015.03.011_b0115) 2000; 1727
Gazis (10.1016/j.trc.2015.03.011_b0050) 1964; 12
Jagannathan (10.1016/j.trc.2015.03.011_b0075) 2005; 1939
Abu-Lebdeh (10.1016/j.trc.2015.03.011_b0010) 2000; 1727
10.1016/j.trc.2015.03.011_b0065
10.1016/j.trc.2015.03.011_b0020
10.1016/j.trc.2015.03.011_b0125
Reid (10.1016/j.trc.2015.03.011_b0120) 2001; 1751
Chang (10.1016/j.trc.2015.03.011_b0030) 2000; 34
10.1016/j.trc.2015.03.011_b0005
Autey (10.1016/j.trc.2015.03.011_b0015) 2013; 47
10.1016/j.trc.2015.03.011_b0105
Wu (10.1016/j.trc.2015.03.011_b0130) 2010; 18
References_xml – volume: 47
  start-page: 536
  year: 2013
  end-page: 552
  ident: b0015
  article-title: Operational performance comparison of four unconventional intersection designs using micro-simulation
  publication-title: J. Adv. Transport.
– volume: 12
  start-page: 815
  year: 1964
  end-page: 831
  ident: b0050
  article-title: Optimum control of a system of oversaturated intersections
  publication-title: Oper. Res.
– volume: 45
  start-page: 769
  year: 2011
  end-page: 781
  ident: b0140
  article-title: Increasing the capacity of signalized intersections with separate left turn phases
  publication-title: Transport. Res. Part B: Methodol.
– volume: 11
  start-page: 413
  year: 1977
  end-page: 421
  ident: b0090
  article-title: Oversaturated signal systems with queue length constraints—I: Single intersection
  publication-title: Transport. Res.
– reference: Abramson, P., Bergren, C., Goldblatt, R., 1995. Human factors study of the continuous flow intersection at the dowling college NAT center. In: Presented at 4th Annual Symposium on Intermodal Transportation, Oakdale, NY, p. 2.
– reference: Bared, J., 2009. Displaced Left-Turn Intersection. Publication FHWA-HRT-09-055. FHWA, US Department of Transportation.
– volume: 1751
  start-page: 56
  year: 2001
  end-page: 66
  ident: b0120
  article-title: Travel time comparisons between seven unconventional arterial intersection designs
  publication-title: Transport. Res. Rec.
– volume: 1939
  start-page: 133
  year: 2005
  end-page: 144
  ident: b0075
  article-title: Design and performance analysis of pedestrian crossing facilities for continuous flow intersections
  publication-title: Transport. Res. Rec.
– reference: Hummer, J.E., Reid, J.D., 2000. Unconventional left-turn alternatives for urban and suburban arterials: an update. In: Transportation Research Circular E-C019: Urban Street Symposium Conference Proceedings, 28–30 June, Dallas, TX.
– volume: 36
  start-page: 196
  year: 2013
  end-page: 211
  ident: b0060
  article-title: Managing oversaturated signalized arterials: a maximum flow based approach
  publication-title: Transport. Res. Part C: Emerg. Technol.
– volume: 2023
  start-page: 10
  year: 2007
  end-page: 19
  ident: b0040
  article-title: Comparison of two unconventional intersection schemes – crossover displaced left-turn and upstream signalized crossover intersections
  publication-title: Transport. Res. Rec.
– reference: Wu, X., Juarez, D., Jia, X., 2014. Optimal signal timing models for the FHWA and Mexico 4-legged continuous flow intersections. In: Presented at the Transportation Research Board 93rd Annual Meeting, January 12–16, Washington, D.C.
– volume: 34
  start-page: 471
  year: 2000
  end-page: 491
  ident: b0030
  article-title: Optimal signal timing for an oversaturated intersection
  publication-title: Transport. Res. Part B: Methodol.
– reference: > (accessed 22.10.14).
– volume: 11
  start-page: 423
  year: 1977
  end-page: 428
  ident: b0095
  article-title: Oversaturated signal systems with queue length constraints—II: Systems of intersections
  publication-title: Transport. Res.
– reference: Webster, F.V., 1958. Traffic Signal Settings. Road Research Technical Paper, No.39, Great Britain Road Research Laboratory, London.
– volume: 139
  start-page: 1124
  year: 2013
  end-page: 1132
  ident: b0145
  article-title: Development of planning-stage models for analyzing continuous flow intersections
  publication-title: J. Transport. Eng.
– volume: 1727
  start-page: 32
  year: 2000
  end-page: 41
  ident: b0115
  article-title: Enhanced genetic algorithm for signal-timing optimization of oversaturated intersections
  publication-title: Transport. Res. Rec.
– volume: 41
  start-page: 49
  year: 2007
  end-page: 62
  ident: b0035
  article-title: Urban gridlock: macroscopic modeling and mitigation approaches
  publication-title: Transport. Res. Part B: Methodol.
– volume: 19
  start-page: 130
  year: 2011
  end-page: 144
  ident: b0085
  article-title: An arterial signal optimization model for intersections experiencing queue spillback and lane blockage
  publication-title: Transport. Res. Part C: Emerg. Technol.
– volume: 2348
  start-page: 1
  year: 2013
  end-page: 11
  ident: b0025
  article-title: Operational effects of continuous flow intersection geometrics a deterministic model
  publication-title: Transport. Res. Rec.
– reference: National Transportation Operations Coalition (NTOC), 2011, 2011 Traffic Signal Operations Self Assessment, NTOC. <
– volume: 64
  start-page: 35
  year: 1994
  end-page: 42
  ident: b0055
  article-title: Continuous flow intersection
  publication-title: Inst. Transport. Eng. J.
– reference: National Cooperative Highway Research Program (NCHRP), 2012, NCHRP 03-09 Report: Operation of Traffic Signal Systems in Oversaturated Conditions. <
– volume: 18
  start-page: 626
  year: 2010
  end-page: 638
  ident: b0130
  article-title: Identification of oversaturated intersections using high-resolution traffic signal data
  publication-title: Transport. Res. Part C: Emerg. Technol.
– reference: Hughes, W., Jagannathan R., Sengupta, D., Hummer, J.E., 2010. Alternative Intersections/Interchanges: Informational Report (AIIR). Publication FHWA-HRT-09-060. FHWA, US Department of Transportation.
– volume: 9
  start-page: 860
  year: 2013
  end-page: 895
  ident: b0045
  article-title: Analysis of unconventional arterial intersection designs (UAIDs): state-of-the-art methodologies and future research directions
  publication-title: Transport. A: Transport Sci.
– volume: 1727
  start-page: 77
  year: 2000
  end-page: 88
  ident: b0080
  article-title: Formulation of real-time control policy for oversaturated arterials
  publication-title: Transport. Res. Rec.
– year: 1999
  ident: b0100
  article-title: Nonlinear Multiobjective Optimization
– volume: 1727
  start-page: 61
  year: 2000
  end-page: 67
  ident: b0010
  article-title: Genetic algorithms for traffic signal control and queue management of oversaturated two-way arterials
  publication-title: Transport. Res. Rec.
– ident: 10.1016/j.trc.2015.03.011_b0105
– volume: 9
  start-page: 860
  issue: 10
  year: 2013
  ident: 10.1016/j.trc.2015.03.011_b0045
  article-title: Analysis of unconventional arterial intersection designs (UAIDs): state-of-the-art methodologies and future research directions
  publication-title: Transport. A: Transport Sci.
– ident: 10.1016/j.trc.2015.03.011_b0065
– volume: 19
  start-page: 130
  issue: 1
  year: 2011
  ident: 10.1016/j.trc.2015.03.011_b0085
  article-title: An arterial signal optimization model for intersections experiencing queue spillback and lane blockage
  publication-title: Transport. Res. Part C: Emerg. Technol.
  doi: 10.1016/j.trc.2010.04.005
– volume: 18
  start-page: 626
  issue: 4
  year: 2010
  ident: 10.1016/j.trc.2015.03.011_b0130
  article-title: Identification of oversaturated intersections using high-resolution traffic signal data
  publication-title: Transport. Res. Part C: Emerg. Technol.
  doi: 10.1016/j.trc.2010.01.003
– volume: 36
  start-page: 196
  issue: 1
  year: 2013
  ident: 10.1016/j.trc.2015.03.011_b0060
  article-title: Managing oversaturated signalized arterials: a maximum flow based approach
  publication-title: Transport. Res. Part C: Emerg. Technol.
  doi: 10.1016/j.trc.2013.08.002
– volume: 139
  start-page: 1124
  issue: 11
  year: 2013
  ident: 10.1016/j.trc.2015.03.011_b0145
  article-title: Development of planning-stage models for analyzing continuous flow intersections
  publication-title: J. Transport. Eng.
  doi: 10.1061/(ASCE)TE.1943-5436.0000596
– ident: 10.1016/j.trc.2015.03.011_b0020
– volume: 2348
  start-page: 1
  year: 2013
  ident: 10.1016/j.trc.2015.03.011_b0025
  article-title: Operational effects of continuous flow intersection geometrics a deterministic model
  publication-title: Transport. Res. Rec.
  doi: 10.3141/2348-01
– ident: 10.1016/j.trc.2015.03.011_b0070
– volume: 1727
  start-page: 77
  year: 2000
  ident: 10.1016/j.trc.2015.03.011_b0080
  article-title: Formulation of real-time control policy for oversaturated arterials
  publication-title: Transport. Res. Rec.
  doi: 10.3141/1727-10
– ident: 10.1016/j.trc.2015.03.011_b0125
– volume: 1727
  start-page: 32
  year: 2000
  ident: 10.1016/j.trc.2015.03.011_b0115
  article-title: Enhanced genetic algorithm for signal-timing optimization of oversaturated intersections
  publication-title: Transport. Res. Rec.
  doi: 10.3141/1727-05
– year: 1999
  ident: 10.1016/j.trc.2015.03.011_b0100
– volume: 11
  start-page: 413
  issue: 6
  year: 1977
  ident: 10.1016/j.trc.2015.03.011_b0090
  article-title: Oversaturated signal systems with queue length constraints—I: Single intersection
  publication-title: Transport. Res.
  doi: 10.1016/0041-1647(77)90006-5
– volume: 45
  start-page: 769
  issue: 5
  year: 2011
  ident: 10.1016/j.trc.2015.03.011_b0140
  article-title: Increasing the capacity of signalized intersections with separate left turn phases
  publication-title: Transport. Res. Part B: Methodol.
  doi: 10.1016/j.trb.2011.02.009
– volume: 2023
  start-page: 10
  year: 2007
  ident: 10.1016/j.trc.2015.03.011_b0040
  article-title: Comparison of two unconventional intersection schemes – crossover displaced left-turn and upstream signalized crossover intersections
  publication-title: Transport. Res. Rec.
  doi: 10.3141/2023-02
– volume: 47
  start-page: 536
  issue: 5
  year: 2013
  ident: 10.1016/j.trc.2015.03.011_b0015
  article-title: Operational performance comparison of four unconventional intersection designs using micro-simulation
  publication-title: J. Adv. Transport.
  doi: 10.1002/atr.181
– volume: 64
  start-page: 35
  issue: 7
  year: 1994
  ident: 10.1016/j.trc.2015.03.011_b0055
  article-title: Continuous flow intersection
  publication-title: Inst. Transport. Eng. J.
– ident: 10.1016/j.trc.2015.03.011_b0135
– ident: 10.1016/j.trc.2015.03.011_b0005
– volume: 11
  start-page: 423
  issue: 6
  year: 1977
  ident: 10.1016/j.trc.2015.03.011_b0095
  article-title: Oversaturated signal systems with queue length constraints—II: Systems of intersections
  publication-title: Transport. Res.
  doi: 10.1016/0041-1647(77)90007-7
– ident: 10.1016/j.trc.2015.03.011_b0110
– volume: 1727
  start-page: 61
  year: 2000
  ident: 10.1016/j.trc.2015.03.011_b0010
  article-title: Genetic algorithms for traffic signal control and queue management of oversaturated two-way arterials
  publication-title: Transport. Res. Rec.
  doi: 10.3141/1727-08
– volume: 12
  start-page: 815
  issue: 6
  year: 1964
  ident: 10.1016/j.trc.2015.03.011_b0050
  article-title: Optimum control of a system of oversaturated intersections
  publication-title: Oper. Res.
  doi: 10.1287/opre.12.6.815
– volume: 41
  start-page: 49
  issue: 1
  year: 2007
  ident: 10.1016/j.trc.2015.03.011_b0035
  article-title: Urban gridlock: macroscopic modeling and mitigation approaches
  publication-title: Transport. Res. Part B: Methodol.
  doi: 10.1016/j.trb.2006.03.001
– volume: 1751
  start-page: 56
  year: 2001
  ident: 10.1016/j.trc.2015.03.011_b0120
  article-title: Travel time comparisons between seven unconventional arterial intersection designs
  publication-title: Transport. Res. Rec.
  doi: 10.3141/1751-07
– volume: 1939
  start-page: 133
  year: 2005
  ident: 10.1016/j.trc.2015.03.011_b0075
  article-title: Design and performance analysis of pedestrian crossing facilities for continuous flow intersections
  publication-title: Transport. Res. Rec.
  doi: 10.1177/0361198105193900116
– volume: 34
  start-page: 471
  issue: 6
  year: 2000
  ident: 10.1016/j.trc.2015.03.011_b0030
  article-title: Optimal signal timing for an oversaturated intersection
  publication-title: Transport. Res. Part B: Methodol.
  doi: 10.1016/S0191-2615(99)00034-X
SSID ssj0001957
Score 2.344703
Snippet •A simplified continuous flow intersection called CFI-Lite is proposed.•CFI-Lite does not need sub-intersections, thus is ideal for arterials with short...
Oversaturation has become a severe problem for urban intersections, especially the bottleneck intersections that cause queue spillover and network gridlock....
SourceID proquest
crossref
elsevier
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 18
SubjectTerms Capacity analysis
Continuous flow
Continuous flow intersection
Design engineering
Foothills
Intersections
Multi-objective mixed integer programming
Oversaturation
Signal control
Strategy
Traffic engineering
Traffic flow
Unconventional intersection design
Urban areas
Title A continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections
URI https://dx.doi.org/10.1016/j.trc.2015.03.011
https://www.proquest.com/docview/1770272947
Volume 56
WOSCitedRecordID wos000356733400002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVESC
  databaseName: Elsevier SD Freedom Collection Journals 2021
  customDbUrl:
  eissn: 1879-2359
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0001957
  issn: 0968-090X
  databaseCode: AIEXJ
  dateStart: 19950201
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3fb9MwELbKhgR7QDCY2PghIyEeqDIldRwnj9XUCVBVkOggPFmO42gZVVaSZkz8F_zHnB0nTYcY44GXqLISN_V9vTuf775D6GXmC6VCljihYhI2KEo5SSSIE0ka-YJ6QWAITD9N2WwWxnH0YTD42dbCXCxYUYSXl9Hyv4oaxkDYunT2H8TdTQoD8BmEDlcQO1xvJPixST_Pixr29E62OP_uaEqIsjI5V4Wja46HqcnbaLInS6FZJLqcdZ12qNM6K834KbQ_qpuNgW1S8uuwP1PV92s7jvQGT5ZC6PQQPNRyNTwyGlcXeprirDaa38tf_Fgb7fdZ5Yu8sxO1HophsyzWYza8_aUulsoaXdNWzMT36_zHqS1ts4EMj3ZJr11EMtCZGG7cV860r12tpm7sdMOf8ZsFaIIRZ4erUhNUetRQ2Fp9vsG2PXvPj0-mUz6fxPNXy2-ObkSmD-xtV5ZbaHvEaASKcnv8dhK_68y7FzX0se3btkflJmnwyrf-ydm5YvaNLzO_j-7ZTQgeN-B5gAaq2EV32hr1ahft9GgqH6J8jP8KKdxACgOksIUUtpDCACm8ASm8hhTegNQjdHI8mR-9cWyLDkcSGq4cj6YpS8iIJMRNaDYK3TQYCZWkIlCSZTQlglKRJUwRFrmB1PyBJEgjKZmXudIje2irOC_UY4SlVLDRg4kIdX0v8SM_IEIJJoXIFCiOfeS2a8ml5a_XbVQWvE1UPOOw_FwvP3cJh-XfR6-7R5YNect1N_utgLj1PhuvkgO0rnvsRStMDppZH7eJQoE4uMeYO4Kf5LODG9zzBN1d_ymeoq1VWatn6La8WOVV-dyC8BdR8bjj
linkProvider Elsevier
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=A+continuous-flow-intersection-lite+design+and+traffic+control+for+oversaturated+bottleneck+intersections&rft.jtitle=Transportation+research.+Part+C%2C+Emerging+technologies&rft.au=Sun%2C+Weili&rft.au=Wu%2C+Xinkai&rft.au=Wang%2C+Yunpeng&rft.au=Yu%2C+Guizhen&rft.date=2015-07-01&rft.issn=0968-090X&rft.volume=56&rft.spage=18&rft.epage=33&rft_id=info:doi/10.1016%2Fj.trc.2015.03.011&rft.externalDBID=NO_FULL_TEXT
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0968-090X&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0968-090X&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0968-090X&client=summon