JP2008031779A - Congestion prevention of motorway - Google Patents

Congestion prevention of motorway Download PDF

Info

Publication number
JP2008031779A
JP2008031779A JP2006208308A JP2006208308A JP2008031779A JP 2008031779 A JP2008031779 A JP 2008031779A JP 2006208308 A JP2006208308 A JP 2006208308A JP 2006208308 A JP2006208308 A JP 2006208308A JP 2008031779 A JP2008031779 A JP 2008031779A
Authority
JP
Japan
Prior art keywords
lanes
vehicles
congestion
lane
toll
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2006208308A
Other languages
Japanese (ja)
Inventor
Atsunobu Sakamoto
本 篤 信 坂
Kazuko Sakamoto
本 和 子 坂
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2006208308A priority Critical patent/JP2008031779A/en
Publication of JP2008031779A publication Critical patent/JP2008031779A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To solve such traffic congestion without spending much cost that, since the temporary stoppage of vehicles at tollbooths in a freeway causes traffic congestion, countermeasures against the congestion are taken by increasing the number of the tollbooths which however, result in congestion after the passage of the tollbooths because many vehicles intend to return to their original lanes, and the congestion caused by depriving other vehicles of a small number of the lanes occurs at exits of rest stations, or areas near entrances from other roads, or even if the vehicles take methods of electronic toll collection (ETC), i.e. a method of paying a toll by radio. <P>SOLUTION: A lane or a plurality of lanes in a zone including all of a congesting location and frontward and rearward areas where the congestion affects are separated from the other lanes, and automobiles traveling in the other lanes adjacent thereto are prevented from entering the separated lanes. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

自動車専用道路の渋滞を防止する構造に関するものである。   The present invention relates to a structure for preventing traffic congestion on a car road.

自動車専用道路の料金所では、料金を授受するために車両が一時停止するので、通過量が落ちる。そのため流入する車両が多ければ、その個所から手前で渋滞が発生してしまう。その解決法として料金口を増設する方法が取られている。   At the toll booth on the motorway, the vehicle temporarily stops to give and receive the fee, so the passing amount decreases. Therefore, if there are many vehicles that flow in, traffic jams will occur from that location. As a solution to this problem, a method of adding a fee gate has been taken.

しかしそうなると今度は料金口を通過した後、元の車線に戻ろうとしても、車線の数よりも車両の数が多いので、互いに譲り合いながら接触しないように、どうしてもゆっくりした速度や停止を繰り返しながら走行しなければならず、流入車両が増加するにつれて必ず渋滞が起きてしまう。   However, this time, after passing the toll gate, if you try to return to the original lane, there are more vehicles than the number of lanes, so you must drive slowly and stop repeatedly so as not to contact each other There is always a traffic jam as the number of inflowing vehicles increases.

そのため無線で料金別払いの方法(ETC)も取られているが、現金支払の料金口と併設されているため、料金口はスムースに通過するのであるが、その後少ない車線に戻ろうとするETCを搭載していない車両と車線の奪い合いになり、その効果が発揮出来ないでいる。   For this reason, the method of paying separately by fee (ETC) is also taken wirelessly, but because it is attached to the cash payment fee gate, the fee gate passes smoothly, but after that ETC trying to return to the few lanes The lane is competing with the vehicle that is not installed, and the effect cannot be demonstrated.

これと同じ渋滞は流入量により休憩所の出口や、他の道路からの流入口付近でも起きる。この根本的な解決方法は、合流しても車線が減らないように車線を増やせばよいが、そうなると道路の幅を増やしていかなければならず、用地取得や,莫大な費用の問題が出てくる。   The same traffic jam occurs at the exits of rest areas and near the entrances of other roads depending on the amount of inflow. The fundamental solution is to increase the number of lanes so that the number of lanes does not decrease even if they merge, but if that happens, the width of the road must be increased, resulting in problems of land acquisition and enormous costs. come.

用地取得や,莫大な費用の問題を発生させることなく、渋滞が起きないようにしたいし、起きても早く解消したい。   We want to prevent traffic jams without causing land acquisition and huge cost problems, and we want to resolve them as soon as possible.

渋滞発生個所の、その前方と後方の渋滞が影響する区間を全て、他の隣接する車線からは自動車が少なくとも流入しないように、1車線又は複数の車線を分離する。   One lane or a plurality of lanes are separated from the other adjacent lanes so that the vehicle does not flow at least in all the sections where the traffic jams occur in the traffic jam location.

分離された車線を走る車両は渋滞発生個所で、車線を奪い合ったりすることが無くなり、走行速度が落ちないので、通過量も増す。その結果その渋滞発生個所全体で、渋滞が起きなかったり、起きてもより早く解消する。   Vehicles traveling in the separated lanes are where traffic jams occur, and lanes are no longer scrambled, and the traveling speed does not decrease, so the passing amount increases. As a result, the entire traffic jam location is free of traffic jams or even faster.

本発明を料金所の付近と合流点の2ヶ所で説明する。合流点は他の道路からの流入口だけでなく、高速道路上の休憩所の出口やバス合流点等も含む。   The present invention will be described in two places, near the toll gate and at the junction. The junction includes not only entrances from other roads, but also exits of rest areas on highways and bus junctions.

図1は本発明の最適例を示す、また図2は従来の、各々料金所の付近を示す簡単な平面図である。車両は図面上右側から左側に走行する。自動車専用道路の料金所の手前までの走行車線を1〜4、料金所の徴収窓口(以後料金口という)11〜19、そこを通過した楕円で示す車両を各々21〜29、料金所から後の走行車線を31〜34とする。   FIG. 1 shows an optimum example of the present invention, and FIG. 2 is a simple plan view showing the vicinity of a conventional toll gate. The vehicle travels from the right side to the left side on the drawing. Driving lanes to the front of the toll booth on the motorway 1 to 4, toll collection windows (hereinafter referred to as toll gates) 11 to 19, vehicles shown by ellipses passing there are 21 to 29, respectively, from the toll booth The travel lanes are 31-34.

従来は図2のように料金所の付近ではどの車線でも自由に変更出来たので、流入車両が多い場合は料金口11から19までを通過してきた車両21から29の9台が、その先の4車線に絞られた料金所出口を目指して走行して行くのである。   Conventionally, any lane can be freely changed in the vicinity of the toll gate as shown in FIG. 2, so if there are many inflowing vehicles, nine vehicles 21 to 29 that have passed through toll gates 11 to 19 They drive toward the toll gate exit, which is narrowed down to 4 lanes.

出口までは車では直ぐなので速度は出ていないが、隣接する車両と接触する危険性が増すので、さらに速度を落とさざるを得ないし、場合によっては停止して相手を通す場合も出てくる。ETC搭載車が料金口を時速20Kmで抜けられても、前に車両が割り込んで来れば速度を落とさざるを得ない。この状況ではETCを搭載していても、何ら効果が無い。   Since the car is fast until the exit, the speed does not go out, but there is an increased risk of contact with an adjacent vehicle, so the speed must be further reduced, and in some cases, the car stops and passes through the opponent. Even if an ETC-equipped vehicle is able to exit the toll gate at 20 km / h, it must be slowed down if the vehicle comes in front. In this situation, even if ETC is installed, there is no effect.

この渋滞が起きるとこの渋滞は当然後ろに伸びて行き、料金所のはるか手前5Km以上にも伸びて行くが、流入量が多いと前方にもつまり料金所を過ぎて何も無いにも拘わらず、1Km以上も低速で走行する渋滞状態が起きる。これら前後の渋滞を抜けるのに2時間掛かることはざらにある。1時間に3Kmしか進まないとすると、一車両10mを占めるとして、つまり車長を5mとすると車間距離5mとなるが、一車線あたり一時間に300台の通過ということになる。   When this traffic jam occurs, this traffic traffic will naturally extend backwards, and will extend to more than 5 km in front of the toll booth. A traffic jam occurs at a low speed of 1 km or more. It takes about 2 hours to get through these traffic jams. If the vehicle travels only 3 km per hour, it is assumed that it occupies 10 m per vehicle, that is, if the vehicle length is 5 m, the distance between vehicles is 5 m, but 300 vehicles pass per hour per lane.

本発明ではその対策として、例えば2車線を分離しようというもので、走行車線1,2及び31、32をその他の車線と分離させるのである。この分離車線では隣の渋滞車線に比べれば非常に早い走行が可能なので、車線変更禁止ライン程度では容易に車線を変更する車が出るので衝突の危険性が有る。従ってそれを防止出来る程度の柵10を、走行車線2と3、32と33との間に設けるのである。その始まりと終わりは取りあえず過去にこの料金所で渋滞して、伸びた車の最後尾から先端までとすれば、充分である。そして料金口はETC専用とする。   In the present invention, as a countermeasure, for example, two lanes are to be separated, and the traveling lanes 1, 2 and 31, 32 are separated from other lanes. Since this separated lane can travel very quickly compared to the adjacent traffic lane, there is a risk of a collision because a vehicle that easily changes lanes appears at the lane change prohibition line. Therefore, the fence 10 which can prevent it is provided between the traveling lanes 2 and 3 and 32 and 33. For the time being, it would be enough to get from the end to the end of a car that had been congested at this toll booth in the past and then extended. And the fee gate will be dedicated to ETC.

この車線を走るETC搭載車は隣の渋滞を横目に、流れに乗って走れば良い。料金口を通過する速度は現在のところ時速20Kmとしているから、この速度で一車両10mを占めるとすると、一時間に20Km通過するので、一車線あたり一時間の通過車両は2000台となる。さらに料金口の通過速度は無線の受発信の長さを長くすれば改良出来るから、将来例えば時速60Kmになって、一車両20mを占めるとすると、つまり車長を5m、車間距離を15mとすると、一車線あたり通過車両は3000台に増える。   An ETC-equipped vehicle that runs in this lane can run on the flow with the traffic jam next to it. Since the speed passing through the toll gate is currently set at 20 km / h, assuming that this speed occupies 10 m per vehicle, it will pass 20 km per hour, so there will be 2000 vehicles passing per hour per lane. Furthermore, since the rate of passage of the toll gate can be improved by increasing the length of wireless transmission / reception, assuming that in the future, for example, the speed will be 60 km / h and occupy 20 m per vehicle, that is, the vehicle length is 5 m and the distance between vehicles is 15 m. The number of passing vehicles per lane will increase to 3000.

つまり4車線合計で、従来の料金所では時間あたり通過車両は300×4で1200台であるのに、本発明の料金所ならば時速20Kmで走行しても2000×2+300×2で4600台となり、ほぼ4倍になる。時速60Kmで走行すれば5.5倍にもなる。これによって渋滞は発生しないか、しても短時間で解消することが出来る。   In other words, the total number of vehicles in four lanes is 1200 cars at 300x4 per hour at the conventional toll booth, but at the toll booth of the present invention, 4600 cars at 2000x2 + 300x2 even when traveling at 20km / h. , Almost 4 times. If you drive at 60km / h, it will be 5.5 times faster. As a result, there is no traffic jam or it can be resolved in a short time.

この場合分離車線を走行するのはETC搭載車でなければならないので、分離する車線の割合は利用する搭載車の数による。その数が少なければ、車線も少なくしなければならず、効果も落ちる。しかし先程の例の渋滞距離6Km、通過2時間の区間が、時速20Kmで20分、時速60Kmなら6分で通過できるとなったら、ETCを搭載しようとする車が必ず増え、効果も上がる。   In this case, since the ETC-equipped vehicle must travel in the separated lane, the ratio of the separated lane depends on the number of the loaded vehicles used. If the number is small, the number of lanes must be reduced, and the effect is reduced. However, if the traffic jam distance of 6 km and the passage of 2 hours in the previous example can pass in 20 minutes at 20 km / h and in 6 minutes if the speed is 60 km / h, the number of cars to be equipped with ETC will surely increase and the effect will increase.

分離する柵の長さは、その入口が隣接する車線の渋滞に巻き込まれないことが要件である。終わりの料金所から先の渋滞は、図2の例では料金口の数を少なくすれば必ず解消する。しかし始まりの長さは流入する車両の数量による。いくら分離により料金所の効率が上がっても、それを上回る車両が流入すれば渋滞は起きる。従って状況により調節出来るようにするのが便利である。   The length of the fence to be separated is a requirement that the entrance does not get caught in the traffic jam of the adjacent lane. In the example of FIG. 2, the traffic jam ahead of the end toll gate can be resolved by reducing the number of toll gates. However, the starting length depends on the number of vehicles entering. No matter how much the toll gate efficiency increases due to separation, traffic congestion will occur if more vehicles flow in. Therefore, it is convenient to be able to adjust according to the situation.

図3は本発明の、図4は従来の、合流点の付近を示す簡単な平面図である。本流の車線を5、6として、流入する車線を7として、その上の楕円で示す車両を各々45、46、47とすると、従来は、図4のように合流点のでの車両は3車線から2車線に減るので、互いに相手の車線に乱入する可能性が高いのでどうしても速度が落ち、走行車両が多ければ必ず渋滞する。   FIG. 3 is a simple plan view of the present invention, and FIG. 4 is a conventional plan view showing the vicinity of a merging point. Assuming that the main lane is 5 and 6, the inflow lane is 7, and the vehicles indicated by the ellipses above are 45, 46 and 47, respectively, the vehicle at the confluence is conventionally from 3 lanes as shown in FIG. Since it is reduced to two lanes, there is a high possibility that they will intrude into each other's lane, so the speed will inevitably drop, and if there are many traveling vehicles, there will be traffic jams.

その時図3のように車線5と6の間に通行不可能な柵10を、渋滞の影響のある限りの区間設ける。そうすると車線5を走る車両45は、車線6と車線7の混乱をよそに、先程の料金所のように、その車線の流れに乗ってスムースに走行出来るのである。これによって通過車両は増加するので、その分はこの合流点全体の通過量の増大に貢献する。   At that time, as shown in FIG. 3, the fence 10 which cannot pass between the lanes 5 and 6 is provided as long as there is an influence of the traffic jam. Then, the vehicle 45 traveling in the lane 5 can smoothly travel on the flow of the lane, like the toll booth, despite the confusion between the lane 6 and the lane 7. As a result, the number of passing vehicles increases, which contributes to an increase in the passing amount of the entire junction.

渋滞が解消又は時間が短くなることにより、物流や人の動きが速くなり、社会的効率が非常に高くなる。   By eliminating traffic jams or shortening the time, logistics and people move faster, and social efficiency becomes very high.

スムースに道路を通行出来るのは、運転者の精神に非常に良いだけでなく、疲労も少なくなるので、事故の減少につながる。   The ability to pass smoothly on the road is not only very good for the driver's spirit but also reduces fatigue, leading to a reduction in accidents.

渋滞中に消耗される無駄な石油エネルギーが少なくなるだけでなく、炭酸ガス等の排出量も少なくなる。   Not only is unnecessary oil energy consumed during traffic jams reduced, but emissions of carbon dioxide and the like are also reduced.

本発明の考え方から自動車専用道路の構造を考えれば、無駄な道路幅や車線、料金所増設を無くすことが出来、必要な投資を効率よくすることが出来る。   Considering the structure of an automobile road from the concept of the present invention, it is possible to eliminate useless road widths, lanes, and toll booths, and to efficiently make necessary investments.

本発明の料金所であれば、ETCの効果が非常に高いので、搭載しようとするドライバーが多くなるので、自動車専用道路全体の自動化、効率も高くなる可能性が高い。   In the toll gate according to the present invention, since the effect of ETC is very high, the number of drivers to be mounted increases, so there is a high possibility that the efficiency and efficiency of the entire automobile exclusive road will be increased.

本発明の料金所を示す平面図Plan view showing the toll booth of the present invention 従来の料金所を示す平面図Plan view showing a conventional toll gate 本発明の合流点を示す平面図The top view which shows the confluence | merging point of this invention 従来の合流点を示す平面図Plan view showing conventional confluence

符号の説明Explanation of symbols

1〜4 料金所の手前までの走行車線
10 車線を分離する柵
11〜19 料金口
21〜29 料金口を通過した車両
31〜34 料金所から後の走行車線
5,6 合流点の本流の車線
7 合流点の流入する車線
45〜47 合流点の車線5〜7を走る車両
1-4 Driving lane to the front of the toll gate 10 Fence separating the lanes 11-19 Toll gate 21-29 Vehicle that has passed the toll gate
31-34 Driving lane after the toll gate 5,6 Main lane at the confluence 7 Lanes where the confluence flows 45-47 Vehicles running on the lanes 5-7 at the confluence

Claims (2)

自動車の流入量の増加により渋滞が発生する渋滞発生個所の、1車線又は複数の車線を、他の隣接する車線と、その渋滞が影響して混乱の起きる区間の全てを、分離した構造にすることを特徴とする自動車専用道路。 The lane or traffic lanes where traffic congestion occurs due to an increase in the amount of inflow of automobiles are separated from the other adjacent lanes and all confusion areas affected by the traffic congestion. An exclusive road for cars. その車線に料金口がある場合、ETCを備えたものである請求項1の自動車専用道路。 2. The automobile road according to claim 1, wherein the lane is provided with an ETC when there is a toll gate.
JP2006208308A 2006-07-31 2006-07-31 Congestion prevention of motorway Pending JP2008031779A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006208308A JP2008031779A (en) 2006-07-31 2006-07-31 Congestion prevention of motorway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006208308A JP2008031779A (en) 2006-07-31 2006-07-31 Congestion prevention of motorway

Publications (1)

Publication Number Publication Date
JP2008031779A true JP2008031779A (en) 2008-02-14

Family

ID=39121502

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006208308A Pending JP2008031779A (en) 2006-07-31 2006-07-31 Congestion prevention of motorway

Country Status (1)

Country Link
JP (1) JP2008031779A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014091440A1 (en) * 2012-12-12 2014-06-19 Xu Jun Multi-layer compact highway toll station
CN104603362A (en) * 2012-12-12 2015-05-06 南宁马许科技有限公司 Situation-adaptive multi-layered highway toll station
CN104641041A (en) * 2012-12-12 2015-05-20 南宁马许科技有限公司 Multi-layer compact highway toll station
CN107268358A (en) * 2017-06-22 2017-10-20 邹建东 A kind of highway is met an urgent need gateway
CN108221519A (en) * 2013-12-23 2018-06-29 福州欧冠知识产权服务有限公司 Large-scale oblique line formula charge station
CN109610376A (en) * 2018-12-20 2019-04-12 张作玮 A kind of protection formula limit for width device that municipal works use
CN112216103A (en) * 2020-09-11 2021-01-12 深圳市朗尼科智能股份有限公司 Urban traffic optimization method and system
CN113048982A (en) * 2021-03-23 2021-06-29 北京嘀嘀无限科技发展有限公司 Interaction method and interaction device
DE102021107669A1 (en) 2020-03-30 2021-09-30 Toyota Jidosha Kabushiki Kaisha INFORMATION PROCESSING DEVICE, INFORMATION PROCESSING METHOD, AND NON-VOLATILE STORAGE MEDIUM

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63114701A (en) * 1986-10-31 1988-05-19 三井建設株式会社 Two-level crossing system
JP2001118098A (en) * 1999-10-21 2001-04-27 Aisin Aw Co Ltd Device and method for automatically collecting toll, and recording medium recording its program
JP2004183436A (en) * 2002-12-06 2004-07-02 Toda Constr Co Ltd Road intersection structure
JP2006079580A (en) * 2004-09-13 2006-03-23 Kazuhiro Yamamoto Vehicle guiding system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63114701A (en) * 1986-10-31 1988-05-19 三井建設株式会社 Two-level crossing system
JP2001118098A (en) * 1999-10-21 2001-04-27 Aisin Aw Co Ltd Device and method for automatically collecting toll, and recording medium recording its program
JP2004183436A (en) * 2002-12-06 2004-07-02 Toda Constr Co Ltd Road intersection structure
JP2006079580A (en) * 2004-09-13 2006-03-23 Kazuhiro Yamamoto Vehicle guiding system

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104603362B (en) * 2012-12-12 2016-11-23 许军 Error-tolerance type multilamellar toll station
WO2014091440A1 (en) * 2012-12-12 2014-06-19 Xu Jun Multi-layer compact highway toll station
WO2014091451A3 (en) * 2012-12-12 2014-08-07 Xu Jun Situation-adaptive multi-layered highway toll station
CN104603362A (en) * 2012-12-12 2015-05-06 南宁马许科技有限公司 Situation-adaptive multi-layered highway toll station
CN104641041A (en) * 2012-12-12 2015-05-20 南宁马许科技有限公司 Multi-layer compact highway toll station
CN104641041B (en) * 2012-12-12 2016-11-23 许军 Spaces compact type multilamellar toll station
WO2014091451A2 (en) * 2012-12-12 2014-06-19 Xu Jun Situation-adaptive multi-layered highway toll station
CN108221519A (en) * 2013-12-23 2018-06-29 福州欧冠知识产权服务有限公司 Large-scale oblique line formula charge station
CN107268358A (en) * 2017-06-22 2017-10-20 邹建东 A kind of highway is met an urgent need gateway
CN109610376A (en) * 2018-12-20 2019-04-12 张作玮 A kind of protection formula limit for width device that municipal works use
DE102021107669A1 (en) 2020-03-30 2021-09-30 Toyota Jidosha Kabushiki Kaisha INFORMATION PROCESSING DEVICE, INFORMATION PROCESSING METHOD, AND NON-VOLATILE STORAGE MEDIUM
US11657654B2 (en) 2020-03-30 2023-05-23 Toyota Jidosha Kabushiki Kaisha Information processing apparatus, information processing method, and non-transitory storage medium
CN112216103A (en) * 2020-09-11 2021-01-12 深圳市朗尼科智能股份有限公司 Urban traffic optimization method and system
CN113048982A (en) * 2021-03-23 2021-06-29 北京嘀嘀无限科技发展有限公司 Interaction method and interaction device
CN113048982B (en) * 2021-03-23 2022-07-01 北京嘀嘀无限科技发展有限公司 Interaction method and interaction device

Similar Documents

Publication Publication Date Title
JP2008031779A (en) Congestion prevention of motorway
JP4764753B2 (en) Traffic jam mitigation device and method
McCartt et al. Types and characteristics of ramp-related motor vehicle crashes on urban interstate roadways in Northern Virginia
Geistefeldt Operational experience with temporary hard shoulder running in Germany
CN103898818B (en) A kind of road traffic marking system
Currie et al. Managing trams and traffic at intersections with hook turns: safety and operational impacts
Grillo et al. Dynamic late lane merge system at freeway construction work zones
EP2460936B1 (en) Device for limiting the speed of moving traffic
Fitzpatrick et al. Operation and safety of right-turn lane designs
Kulanthayan et al. Traffic light violation among motorists in Malaysia
Kinderyte‐Poškiene et al. Traffic control elements influence on accidents, mobility and the environment
JP4628659B2 (en) Tollgate Lane Operation Method
Bared et al. State-of-the-art design of roundabouts
CN115273455B (en) Design method for evaluating yield safety and parking line of motor vehicle
US20080033631A1 (en) Highway weaving free cloverleaf type interchange for a highway crossing under a street
JP6267858B2 (en) Transportation system and method for modifying transportation system
Distefano et al. U-turn lanes in narrow-width median openings: design criteria for a safe and efficient project
WO2000040802A1 (en) New road and parallel side zone system
Mofolasayo Evaluation of how driver’s sight lines impact available stopping distance for conflicting through and left turning vehicles at signalized intersections
Zhou et al. Safety design strategy for highway interchange exit ramp
KR20200085552A (en) Guardway Zone
Scully et al. An evaluation of intersection characteristics associated with crashes at intersections in Melbourne CBD
Tian et al. Roundabout geometric design guidance.
Awadallah A legal approach to reduce red light running crashes
Shaaban et al. Driver Compliance at All-Way Stop-Controlled Intersections

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090729

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100913

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20101012

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20110322