JP2004092207A - Construction method of road surface - Google Patents

Construction method of road surface Download PDF

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Publication number
JP2004092207A
JP2004092207A JP2002254924A JP2002254924A JP2004092207A JP 2004092207 A JP2004092207 A JP 2004092207A JP 2002254924 A JP2002254924 A JP 2002254924A JP 2002254924 A JP2002254924 A JP 2002254924A JP 2004092207 A JP2004092207 A JP 2004092207A
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JP
Japan
Prior art keywords
road surface
cobblestone
cement paste
mortar
asphalt
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.)
Granted
Application number
JP2002254924A
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Japanese (ja)
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JP4018487B2 (en
Inventor
Yoshiaki Fujikawa
藤河 義明
Wataru Yugawa
湯川 亘
Akio Hiroi
広井 昭夫
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.)
Nippon Road Co Ltd
Yokohama Rubber Co Ltd
Original Assignee
Nippon Road Co Ltd
Yokohama Rubber Co Ltd
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 Nippon Road Co Ltd, Yokohama Rubber Co Ltd filed Critical Nippon Road Co Ltd
Priority to JP2002254924A priority Critical patent/JP4018487B2/en
Publication of JP2004092207A publication Critical patent/JP2004092207A/en
Application granted granted Critical
Publication of JP4018487B2 publication Critical patent/JP4018487B2/en
Anticipated expiration legal-status Critical
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Abstract

<P>PROBLEM TO BE SOLVED: To ensure a set road surface using rubble stone by one process without being required for two processes of a shot blasting process and a polishing process. <P>SOLUTION: An asphalt mixture consisting of at least the rubble stone 3 except sand used for aggregate, silica gel and asphalt is smoothly spread on the road surface 9, cement paste 23 or mortar is injected from the road surface to permeate and after the elapse of a certain time to solidify it, the cement paste or the mortar is removed from the surface of the rubble stone 3 while rotating a rotational body 5 formed of a non-woven fabric in the shape of a drum in a state to make linear contact, and the surface of the exposed rubble stone 3 simultaneously makes polish finishing. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
この発明は、自動車等のテストコース路等に適する路面の施工方法に関する。
【0002】
【従来の技術】
一般に、自動車のテスト走行路として玉石を用いた路面摩擦係数の低い低μ路面がある。
【0003】
玉石を用いるテスト用の路面は、玉石が混合されたアスファルト混合物を路面に敷き均した後、ショットブラストで玉石を露出させ、その露出した玉石の表面を、面接触し合う回転ブラシによって研磨することで低μ路面が得られるようになっている。
【0004】
【発明が解決しようとする課題】
玉石を用いるテスト用の路面は、玉石を露出させるショットブラスト工程と、ショットブラストで露出した玉石表面を研磨する研磨工程の2工程を必ず必要とすることと、玉石は全体が丸みをおびているため、玉石を保持するグリップ力が弱くなり、場所によってはテスト走行時に抜け出してしまう等の不具合が起こりかねない。
【0005】
この不具合を解消するために一般には玉石の外に、砂、石粉を混合したアスファルト混合物を路面に敷き均すことで、強いグリップ力を確保している。
【0006】
図6は従来のテスト用の路面となる玉石101を用いた低μ路面の概要図を示すものである。テスト用の路面は例えば、路面103に敷き均された玉石101を含むアスファルト混合物105の表面をショットブラストで削り取ることで、玉石101の表面を露出させた後、続いて回転ブラシ107で露出した玉石101の表面を研磨することで、低μ路面が得られるようになる。
【0007】
この場合、ショットブラストで玉石101の表面を露出させた時に、同時に混合された砂109の粒子が玉石101と玉石101の間に露出するようになると、回転ブラシ107を上から作用させても粒子が細かいこともあって取除くことができず、それが、玉石101と玉石101の間の滑り抵抗となって現れ、設定した低μ路面が得られない等の不具合を招いているのが現状である。
【0008】
そこで、この発明は、ショットブラスト工程、研磨工程の2工程を必要とすることなく、玉石を用いた設定された低μ路面が確実に得られる路面の施工方法を提供することを目的としている。
【0009】
【課題を解決するための手段】
前記目的を達成するために、この発明の請求項1にあっては、骨材となる砂を除いた、少なくとも玉石、石粉、アスファルトから成るアスファルト混合物を路面に敷き均し、その上からセメントペースト又はモルタルを注入浸透させ一定時間経過し硬化した後に、不織布によりドラム状に形成された回転体を線接触させた状態で回転させながら玉石表面からセメントペースト又はモルタルを除去し、露出した玉石表面を同時に研磨することを特徴とする。
【0010】
これにより、玉石は、砂がなくてもセメントペースト又はモルタルによって強いグリップ力が得られる。一方、不織布で形成された回転体を回転させることで、線接触による集中圧と玉石と玉石の間に作用することで、セメントペースト又はモルタルを玉石表面から取除くと共に露出した玉石表面を同時に研磨する。この時、走行抵抗となる砂がない上に、研磨された玉石表面によって設定された低μ路面が得られる。しかも、作業工程も回転体による一工程で済むようになる。
【0011】
【発明の実施の形態】
以下、図1乃至図5の図面を参照しながらこの発明の実施の形態について具体的に説明する。
【0012】
図1は、この発明にかかるテストコース路となる路面1の概要説明図を示している。
【0013】
路面1は、玉石3の表面を回転体5によって研磨した低μ路面7となっている。
【0014】
低μ路面7を構成するアスファルト混合物は、骨材となる砂を除いた、少なくとも前記した玉石3と石粉及び、アスファルト(いずれも図面上、現すことができないため符号を省略)は、アスファルトフィニッシャ等の舗装用機械によって、路面9に敷き均されるようになっている。この場合、図面で現わすと図2に示すように玉石3が敷設されるようになる。一方、アスファルト混合物は、その配合材料として玉石3,石粉,アスファルトに、砂以外であれば、別の骨材を加えることも可能である。
【0015】
玉石3は、人工のものより天然のものの方が望ましい。玉石3の表面の露出と研磨を行なう回転体5は、不織布により車幅方向に長いドラム状に形成され、線接触し合う状態で使用される。
【0016】
具体的には、例えば、図5に示すように回転体5は、乗用式の作業機11の後方に、上下に昇降可能な油圧装置13によって支持された支持フレーム15に回転自在に支持され、駆動モータ17からの回転動力が伝導ベルト19を介して与えられるようになっている。
【0017】
回転体5には、支持フレーム15の両サイドに設けられた左右一対のカウンターウェイト21(反対側は図示していない)によって下向きの力Fが働くようになることで、玉石3の表面に対して線上の集中圧が作用するようになることと、玉石3と玉石3の間に入り込み確実に作用することが可能となっている。
【0018】
なお、アスファルト混合物7の好適な配合割合としては、玉石3の100重量部に対してアスファルトは5〜8重量部、石粉は7〜8重量部となっている。
【0019】
次に、路面1の施工方法について具体的に説明すると、図2に示すように骨材となる砂を除いた、少なくとも玉石3、石粉、アスファルトから成るアスファルト混合物を路面9に均一に敷き均し、一定時間養生した後、図3に示すようにその上からペースト状のセメントペースト23又はモルタルをレーキ及び振動ローラ(いずれも図示していない)で、玉石3と玉石3の間に注入し平らに敷き均す。セメントペースト23は図示の如く玉石3と玉石3の間に浸透していき、玉石3を周囲からしっかりとグリップするグリップ力が確保されるようになっている。
【0020】
次に、一定時間経過し硬化した後に、図1に示すように不織布によりドラム状に形成された回転体5を線接触させた状態で回転させながら、玉石3の表面から一部セメントペースト23を除去し、露出した玉石3の表面を同時に研磨する。
【0021】
この時、玉石3はセメントペースト23により強固なグリップ力が得られるようになると共に、滑り抵抗となる砂がない上に、研磨された玉石3表面によって図4に示すように設定された低μ路面7のテスト路面1が確実に得られる。しかも、作業工程は回転体5による一工程で済むようになり、研磨作業まで迅速に完了するようになる。
【0022】
なお、この実施形態ではテスト用の路面について説明したが通常の路面であってもよい。
【0023】
【発明の効果】
以上、説明したようにこの発明の請求項1によれば、滑り抵抗となる砂がなくなるため、研磨された玉石表面によって設定された低μ路面を得ることができる。
【0024】
また、作業工程も回転体による一工程で済むため作業能率の大幅な向上を図ることができる。
【図面の簡単な説明】
【図1】この発明にかかる路面の施工方法の概要説明図。
【図2】アスファルト混合物を敷き均した概要説明図。
【図3】アスファルト混合物を敷き均した後にセメントペーストを注入した概要説明図。
【図4】路面完了時の概要説明図。
【図5】乗用の作業機に回転体を装着支持した概要説明図。
【図6】従来例の説明図。
【符号の説明】
1 路面
3 玉石
5 回転体
7 低μ路面
9 路面
23 セメントペースト
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a road surface construction method suitable for a test course road or the like of an automobile or the like.
[0002]
[Prior art]
In general, there is a low μ road surface having a low coefficient of road surface friction using a cobblestone as a test traveling road of an automobile.
[0003]
For a test road surface using cobblestones, after spreading the asphalt mixture mixed with cobblestones on the road surface, expose the cobblestone by shot blasting, and polish the exposed cobblestone surface with a rotating brush that comes into surface contact. , A low μ road surface can be obtained.
[0004]
[Problems to be solved by the invention]
The test road surface using cobblestones always requires two steps, a shot blasting step to expose cobblestones and a polishing step to polish the cobblestone surface exposed by shotblasting, and the cobblestones are rounded as a whole In this case, the grip force for holding the cobblestone is weakened, and depending on the location, there is a possibility that a problem such as slipping out during a test run may occur.
[0005]
In order to solve this problem, in general, a strong gripping force is secured by spreading an asphalt mixture of sand and stone powder on a road surface in addition to a cobblestone.
[0006]
FIG. 6 shows a schematic view of a low μ road surface using a cobblestone 101 which is a conventional test road surface. The road surface for the test is, for example, the surface of the asphalt mixture 105 including the cobblestone 101 spread on the road surface 103 is shot-blasted to expose the surface of the cobblestone 101, and then the cobblestone exposed by the rotating brush 107. By polishing the surface of 101, a low μ road surface can be obtained.
[0007]
In this case, when the surface of the cobblestone 101 is exposed by shot blasting and the particles of the sand 109 mixed at the same time become exposed between the cobblestones 101 and 101, even if the rotating brush 107 is acted from above, the particle Can not be removed due to the small size, which appears as slip resistance between the boulders 101 and the boulders 101, causing problems such as the inability to obtain the set low μ road surface. It is.
[0008]
Accordingly, an object of the present invention is to provide a road surface construction method that can reliably obtain a set low μ road surface using a cobblestone without requiring two steps of a shot blast step and a polishing step.
[0009]
[Means for Solving the Problems]
In order to achieve the above object, according to claim 1 of the present invention, at least an asphalt mixture consisting of boulders, stone powder, and asphalt, excluding sand serving as an aggregate, is spread on a road surface, and a cement paste is placed thereon. Or after injecting and infiltrating mortar and curing for a certain period of time, remove the cement paste or mortar from the boulder surface while rotating the rotating body formed in a drum shape by a non-woven fabric in line contact, and remove the exposed boulder surface It is characterized by being polished at the same time.
[0010]
Thereby, the cobblestone can obtain a strong gripping force with cement paste or mortar even without sand. On the other hand, by rotating the rotating body made of non-woven fabric, the concentrated pressure due to line contact and the action between the boulders removes the cement paste or mortar from the boulder surface and simultaneously polishes the exposed boulder surface. I do. At this time, a low μ road surface set by the polished cobblestone surface is obtained without sand as a running resistance. In addition, the work process can be completed by one process using the rotating body.
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an embodiment of the present invention will be specifically described with reference to FIGS. 1 to 5.
[0012]
FIG. 1 is a schematic explanatory view of a road surface 1 serving as a test course road according to the present invention.
[0013]
The road surface 1 is a low μ road surface 7 in which the surface of the boulder 3 is polished by the rotating body 5.
[0014]
The asphalt mixture constituting the low μ road surface 7 is at least the above-mentioned cobblestone 3 and stone powder and asphalt (all of which cannot be represented in the drawings, so the symbols are omitted) except for sand serving as an asphalt finisher. Is spread on the road surface 9 by the paving machine. In this case, as shown in the drawing, the cobblestone 3 is laid as shown in FIG. On the other hand, in the asphalt mixture, other aggregates can be added to the cobblestone 3, stone powder, and asphalt as a compounding material, except for sand.
[0015]
The cobblestone 3 is preferably a natural one rather than an artificial one. The rotating body 5 that exposes and grinds the surface of the cobblestone 3 is formed of a nonwoven fabric into a long drum shape in the vehicle width direction, and is used in a state of line contact.
[0016]
Specifically, for example, as shown in FIG. 5, the rotating body 5 is rotatably supported by a support frame 15 supported by a hydraulic device 13 that can move up and down, behind a riding work machine 11, The rotational power from the drive motor 17 is provided via a conduction belt 19.
[0017]
A downward force F is applied to the rotating body 5 by a pair of left and right counterweights 21 (the opposite sides are not shown) provided on both sides of the support frame 15, so that the surface of the boulder 3 is applied to the rotating body 5. As a result, it is possible for the concentrated pressure on the wire to act, and to enter between the boulders 3 and to act reliably.
[0018]
In addition, as a suitable compounding ratio of the asphalt mixture 7, asphalt is 5 to 8 parts by weight and stone powder is 7 to 8 parts by weight with respect to 100 parts by weight of the cobblestone 3.
[0019]
Next, the construction method of the road surface 1 will be specifically described. As shown in FIG. 2, at least an asphalt mixture including cobblestone 3, stone powder, and asphalt, excluding sand serving as an aggregate, is uniformly spread on the road surface 9. After curing for a certain period of time, as shown in FIG. 3, a paste-like cement paste 23 or mortar is poured between the cobblestones 3 with a rake and a vibrating roller (both not shown), and flattened. Spread them all over. The cement paste 23 penetrates between the cobblestones 3 as shown in the figure, and a gripping force for firmly gripping the cobblestones 3 from the surroundings is ensured.
[0020]
Next, after a certain period of time, the cement paste 23 is partially cured from the surface of the boulder 3 while being rotated in a state in which the rotating body 5 formed of a nonwoven fabric in a drum shape is in line contact as shown in FIG. The removed and exposed surface of the cobblestone 3 is simultaneously polished.
[0021]
At this time, the cobblestone 3 can obtain a strong gripping force due to the cement paste 23, has no sand that becomes a slip resistance, and has a low μ set by the polished cobblestone 3 surface as shown in FIG. The test road surface 1 of the road surface 7 is reliably obtained. In addition, the working process can be completed by one process using the rotating body 5, and the polishing operation can be completed quickly.
[0022]
In this embodiment, a test road surface has been described, but a normal road surface may be used.
[0023]
【The invention's effect】
As described above, according to the first aspect of the present invention, since there is no sand as slip resistance, a low μ road surface set by a polished cobblestone surface can be obtained.
[0024]
In addition, since the work process can be performed by only one process using the rotating body, the work efficiency can be significantly improved.
[Brief description of the drawings]
FIG. 1 is a schematic explanatory view of a road surface construction method according to the present invention.
FIG. 2 is a schematic explanatory diagram in which an asphalt mixture is spread.
FIG. 3 is a schematic explanatory view in which a cement paste is poured after the asphalt mixture is spread.
FIG. 4 is a schematic explanatory diagram when a road surface is completed.
FIG. 5 is a schematic explanatory view in which a rotating body is mounted and supported on a riding work machine.
FIG. 6 is an explanatory diagram of a conventional example.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Road surface 3 Cobblestone 5 Rotating body 7 Low μ road surface 9 Road surface 23 Cement paste

Claims (1)

骨材となる砂を除いた、少なくとも玉石、石粉、アスファルトから成るアスファルト混合物を路面に敷き均し、その上からセメントペースト又はモルタルを注入浸透させ一定時間経過し硬化した後に、不織布によりドラム状に形成された回転体を線接触させた状態で回転させながら玉石表面からセメントペースト又はモルタルを除去し、露出した玉石表面を同時に研磨することを特徴とする路面の施工方法。Except for sand used as aggregate, at least a cobblestone, stone powder, asphalt mixture composed of asphalt is spread on the road surface, cement paste or mortar is poured and infiltrated therefrom, and after a certain period of time, hardened, and then formed into a drum by a nonwoven fabric A road surface construction method, comprising removing a cement paste or mortar from a cobblestone surface while rotating the formed rotating body in a line contact state, and simultaneously polishing the exposed cobblestone surface.
JP2002254924A 2002-08-30 2002-08-30 Road surface construction method Expired - Lifetime JP4018487B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007070824A (en) * 2005-09-05 2007-03-22 Nippon Road Co Ltd:The Test course road for automobile
JP2009270329A (en) * 2008-05-07 2009-11-19 Nippon Road Co Ltd:The Pea gravel pavement structure
CN101798790B (en) * 2009-12-17 2012-06-20 浙江中联建设集团有限公司 Wet-lime embedded once-molding construction process of cobblestone garden path and landscape floor
CN116905318A (en) * 2023-07-20 2023-10-20 广西交科集团有限公司 Intelligent grouting and detection equipment for macroporous asphalt pavement
CN118563618A (en) * 2024-08-01 2024-08-30 杭州金锄市政园林工程有限公司 Garden pavement construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007070824A (en) * 2005-09-05 2007-03-22 Nippon Road Co Ltd:The Test course road for automobile
JP4510729B2 (en) * 2005-09-05 2010-07-28 日本道路株式会社 Automobile test course road
JP2009270329A (en) * 2008-05-07 2009-11-19 Nippon Road Co Ltd:The Pea gravel pavement structure
CN101798790B (en) * 2009-12-17 2012-06-20 浙江中联建设集团有限公司 Wet-lime embedded once-molding construction process of cobblestone garden path and landscape floor
CN116905318A (en) * 2023-07-20 2023-10-20 广西交科集团有限公司 Intelligent grouting and detection equipment for macroporous asphalt pavement
CN118563618A (en) * 2024-08-01 2024-08-30 杭州金锄市政园林工程有限公司 Garden pavement construction method

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