AASHTO EAST-1991 Report on the 1990 European Asphalt Study Tour (Revision 1)《1990欧洲沥青研究之旅的报告》.pdf
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1、AASHTO TITLE EAST 91 m Ob39804 0003407 Ob1 m Report on the 1990 U r AASHTO - FHWA - NAPA - SHRP - TAI - TRB - DENMARK FRANCE GERMANY ITALY SWEDEN UNITED KINGDOM AASHTO TITLE EAST 91 W Ob39804 0003408 TTB W 5L EUROPEAN ASPHALT STUDY TOUR 1990 AASHTO TITLE EAST 91 m 0639BOY 0003Y50 b5b m SPONSORING OR
2、GANIZATIONS American Association of State Highway and Transportation Officials Federal Highway Administration National Asphalt Pavement Association Strategic IIighway Research Program The Asphalt Institute Transportation Research Board ACKNOWLEDGEMENT The sponsors and members of the European Asphalt
3、 Study Tour team would like to express our appreciation and thanks to all the people in the countries visited who contributed to making the trip the success that it was. We would also like to extend a special debt of gratitude to two individuals from the Federal Highway Administration-Mr. Richard F.
4、 Weingroff and Mrs. Deborah L. Stroessner-for their efforts in editing and rewriting sections of the report prepared by members of the tour group, and for the proofreading, graphic design, and page layout work performed, This report is published by : American Association of State Highway and Transpo
5、rtation Officials, 444 North Capitol Street, NW., Suite 225, Washington, D.C. 20001 I Permission to reproduce material contained within the report is hearby granted, June 1991. ii AASHTO TITLE EAST 71 0637804 0003411 592 = TABLE OF CONTENTS I . INTRODUCTION by Federal Highway Administrator Thomas D
6、. Larson 1-6 II . TOUR PARTICIPANTS . 7-10 III . ANOVERVIEW . 11-26 o Table 1 . Demographics 14 o Table 2 . Highway Factors . 14 o Table 3 . Taxation Effort 15 o Stronger Emphasis on Durability 16 o Structural, Not Visual. Factors Trigger Rehabilitation . 17 o Asphalt Modification 18 Mix-Design Syst
7、ems . 19 o Scale. Diversity. andEfficiency . 20 o Performance-Enhancing ContractingProcedures . 21 o Environmental Concerns 21 o Stronger Research Emphasis 22 o Pending Market Changes 22 o Stronger Emphasis on Noise Reduction and Skid Resistance o Innovative Special-Purpose Mix Designs and Advanced
8、17 o Industry/Government Relationships and Industrial Structure 23 Public/Private Cooperation 23 Concentrated Industry Structure . 24 o Summary . 24 IV . TRIP SUMMARIES 27-64 o Sweden 29 o Denmark . 35 o Germany . 39 o Italy . 45 o France 51 o UnitedKingdom . 57 iii AASHTO TITLE EAST 95 M 0639OY 000
9、34l12 Y29 V . INNOVATIVE ASPHALTTECHNOLOGY . 65-98 o Possible Uses of European Technology in the United States . 67 o StoneMasticAsphalt 69 GeneralDescription . 69 StoneMasticAsphaltinSweden . 75 StoneMasticAsphaltinDenmark . 81 o PorousAsphalt 82 GeneralDescription . 82 Porous AsphaltinSweden 83 Po
10、rous AsphaltinGermany 86 Porous AsphaltinFrance 87 o Modified Asphalts and AsphaltAggregateMixtures 90 GeneralRemarks 90 StoneMasticAsphaltandPorous Asphalt . 90 VeryThinAsphalt Concrete (France) . 90 Paver-Laid Chip Seal (France) 91 Gussasphalt (Germany) . 92 Hot-Rolled Asphalt and Bitumen Macadam(
11、UnitedKingdom) . 94 o Other SpecialPurposeMixtures . 96 o MixtureDesignTechniques andTestApparatus 97 NovelMixtureDesignTechniques 97 NovelTestApparatus 100 References . 103 StoneMasticAsphaltinGermany . 72 VI . APPLICATIONofFINDINGS 105-112 o AsphaltPavementMixtures 107 o LaboratoryEquipment . 109
12、o InnovativeContractingPractices 110 o Research . 110 VIL ACRONYMS. DEFINITIONSandTECHNICALTERMS . 113-116 APPENDIX: Technical Project Data . 117-184 A metric conversion table has been provided on the inside front cover for your convenience . A list of commonly used acronyms and technical terms has
13、also been provided to assist you . It can be found on page 115 . iv AASHTO TITLE EAST 93 m Ob39804 0003433 365 m INTRODUCTION AASHTO TITLE EAST 91 Ob39804 0003434 2TZ W 3 INTRODUCTION bY Thomas D. Larson Federal Highway Administrator For the average motorist, one question about highways is of top pr
14、iority: is the pavement smooth? Dating back to the 19703, the answer to that question has, unfortunately, often been “no.“ The reasons for the problem are many. Some involve political decisions, such as how much funding is available for pavement maintenance. But to a large extent, the issues are tec
15、h- nical. How can we make our predictions about pavement use more reliable? What is the best design? What surface is most durable for current traffic loadings? How can we best recycle old pavements? Just to cite a few. In addition to the usual research and knowledge gained from experience, we have l
16、aunched several major efforts to find the answers. The best known and the most promising is the Strategic Highway Research Program (SHRP). The need for new or improved pavement technologies was one of the driving forces behind the SHRPs development and most of its work is directed toward these techn
17、ologies. The result of the SHRPs efforts should be recommendations for both the industry and the State highway agencies for improving the durability and longevity of the Nations pavements. One element of pavement research has, however, been missing-until now. That element is research into how other
18、countries build and maintain their pavements. This is not an idle question. During my years of teaching at Penn State, I had the opportunity to work with engineers from the United Kingdom and Sweden, and I learned many new and innovative techniques to deal with common highway problems. I also learne
19、d that we can gain a great deal through joint efforts with our counterparts in other countries who have advanced the state-of-the-art in roads and bridges. Since being appointed Federal Highway Administrator, I have gained increased respect for the European highway communitys knowledge and understan
20、ding of pavements. This renewed respect is a result of my own observations of European highways in the past 2 years, as well as conversations with European experts who have visited the United States to learn how we solve common problems. Although the purpose of their visit in many cases is to gain k
21、nowledge about SHRP and the Federal-aid highway program, they often comment on the poor condition of pavements in the United States and contrast them with their own experience in Europe. European Asphalt Study Tour 1990 AASHTO TITLE EAST 9L Ob3980Y 0003YL5 i138 4 The National Asphalt Pavement Associ
22、ation (NAPA) provided the impetus for the 1990 European Asphalt Study Tour (EAST). John Gray, President of the NAPA, asked me to promote a closer relationship between government and industry asphalt experts and to expand the concept to include European experts. He proposed an “on-the-ground“ pilot p
23、rogram to review and evaluate foreign pavements and asphalt technology. I agreed, as did the American Association of State Highway and Transportation Officials (AASHTO), and we decided to arrange a study tour of Europe. The objective was to exchange ideas and experience with highway agencies and the
24、 construction industry in Europe on design, production, and placement of asphalt pavements. We were particularly interested in the design of asphalt wearing courses, the use of asphalt modifiers and the benefits they offer to improve the durability of asphalt pavements, as well as recycling-both hot
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