1、4 ICAO 9357 PART*3 t* = 4843416 0039364 477 m DOC 9157-ARf901 Part 3 Amendment Bo . 2 31/8/89 AMENDMENT NO. 2 TO TBE AERODROME DESIGN MANUAL PART 3 PAVEMENTS SECOND EDITION - 1983 Amendmen No, 2 includes guidance material on grooving runway intersections and the constructim of asphaltic overlays. Al
2、so included are updated data. an ACRs for aircraft. Replace existing pages Cvii), 3-219 to 3-224, 3-237 to 3-249 and 3-339 to 3-346 by the attached new pages. Remove exiatfng pages 3-347 and 3-348. Recora the entry of this amendment on page (ii). 1. 2. 3. 5. Copyright International Civil Aviation Or
3、ganization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Transmittal Note DOC 9157-Ah/901 Part 3 Amendment No. 1 25/10/85 AMENDMENT No. 1 TO THE AERODROME DESIGN MANUAL PART 3 PAVEMENTS Second Edition - 1983 1. The purpose o
4、f this amendment is to update the computer programmes, for the determination of ACNs and to incorporate data in respect of several new aircraft types. 2. Please replace the existing pages by the attached corresponding new pages. 3. Remove pages 3-291to 3-298 which have been deleted by this amendment
5、. 4. Record entry of Amendment No. 1, dated 25/10/85, on page (ii). Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ICAO 9357 PARTS3 * W 4843436 0039366 2LJT DOC 9157-AN/901
6、AERODROME DESIGN MANUAL PART 3 PAVEMENTS SECOND EDITION - 1983 Approved by the Secretav General and published under his authority IkTERhATIOhAL CIVIL AVIATION ORGAhIZATlObi Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or net
7、working permitted without license from IHS-,-,-ICAO 9157 PART*3 t* = 4B4L4Lb 0039367 LBb Published in separate English, French, Russian and Spanish editions by the lnternational Civil Aviation Organization. All correspondence, except orders and subscriptions, should be addressed to the Secretary Gen
8、eral. Orders for this publication should be sent to one of the following addresses, together with the appropriate remittance (by bank draft or post office money order) in U.S. dollars or the currency of the country in which the order is placed. Document Sales Unit International Civil Aviation Organi
9、zation 1000 Sherbrooke Street West, Suite 400 Montreal, Quebec Canada H3A 2R2 Argentina. El Ateneo, Pedro Garcia S.A.L.E. e I., Dpto. Compras - Irnportacibn, Egypt. ICAO Representative, Middle East and Eastern African Office, France. Representant de IOACI, Bureau Europe, 36is, villa Emile-Bergerat,
10、India. Oxford Book and Stationery Co., Scindia House, New Delhi Japan. Japan Civil Aviation Promotion Foundation, 15- 12, 1 -chome, Toranomon, Mexico. Representante de la OACI, Oficina Norteamerica y Caribe, Peru. Representante de la OACI, Oficina Sudamerica, Apartado 4127, Lima 100. Senegal. Repres
11、entant de IOACI, Bureau Afrique, Boite postale 2356, Dakar. Spain. Libreria de Aeroniutica y Astroniutica Sumaas, Desengaiio, 12-3-3, Madrid 13. Thailand. ICAO Representative, Asia and Pacific Office, P.O. Box 614, Bangkok. United Kingdom. Civil Aviation Authority, Printing and Publications Services
12、, Patagones 2463, 1282 Buenos Aires. 16 Hassan Sabri, Zamalek, Cairo. 92522 Neuilly-sur-Seine, Cedex. or 17 Park Street, Calcutta. Minato-Ku, Tokyo. Apartado postal 5-377, Mexico 5, D.F. Greville House, 37 Gratton Road, Cheltenham, Glos., GL50 2BN. Do you receive the ICAO BULLETIN? The ICAO Bulletin
13、 contains a concise account of the activities of the Organization as well as articles of interest to the aeronautical world. The Bulletin will also keep you up to date on the latest ICAO publica- tions, their contents, amendments, supplements, corrigenda, and prices. .- _. . . .- Aviilabre in three
14、separate editions: English, French and Spanish. . . Annual subscription: US. $1 5.00 (surface mail); US. $20.00 (air mail). Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-IC
15、AO 9357 PART*3 * 484343b 0039368 032 e Aerodrome Design Manual (DOC 9157-AN/901) Part 3 Pavements Second Edition - 1983 Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-d in t
16、he monthly supplements to the Catabgue of IC40 I44blimtkms, which holden of this publication should consult. These amendments are available free upon request. AMENDMENTS The issue of amendments is announced in the ICAO Bulktin an1 (ii) Copyright International Civil Aviation Organization Provided by
17、IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ICAO 9157 PART*3 t* YB4343b 0039370 770 FOREWORD This revised and updated version of the Aerodrome Design ManuaZ, Part 3, includes guidance on the design of pavements including their charact
18、eristics and on evaluation and reporting of their bearing strength. The material included herein is closely associated with the specifications contained in Annex 14 - Aerodromes. The main purpose of this Manual is to encourage the uniform application of those specifications and to provide informtion
19、 and guidance to States. The significant additions/revisions to the Manual as a result of this revision are: a) background information on the ACN-PCN method for reporting pavement bearing strength (Chapter 1); .* b) material on regulating overload operations (Chapter 2); c) updated material on evalu
20、atfon of pavements (Chapter 3) and on runway surface texture and drainage characteristics (Chapter 5); d) updated material on the design-and evaluation of pavements provided by Canada, France, the United Kingdom andsthe United States (Chapter 4); e) guidance on protection of asphalt pavements (Chapt
21、er 6); and f) material on structural design considerations for culverts and bridges (Chapter 7). Chapter 4 of this Manual is based on updated material on pavement design and evaluation submitted by States and is, therefore, believed to be current. Should a State, at any time, consider that the mater
22、ial included therein is out of date, it should inform the Secretary General of this and, if possible, provide appropriate revised material. (iii) Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without l
23、icense from IHS-,-,-ICAO 9357 PARTa3 t* 4843436 0039373 607 = a TABLE OF CONTENTS Page Glossary . (ix) Chapter 1.- Procedures for Reporting Aerodrome Pavement Strength 3-1 1.1 Procedure for pavements meant for heavy aircraft (ACN/PCN method) . 3-1 1.2 Procedure for pavements meant for light aircraft
24、 3-16 Chapter 2.- Guidance on Overload Operations . 3-17 2.1 Criteria suggested in Annex 14. Attachment B 3-17 2.2 State practices . 3-17 2.2.1 Canadian practice 3-17 2.2.2 French practice 3-18 2.2.3 United Kingdom practice 3-20 Chapter 3.- Evaluation of Pavements . 3-22 3.1 General . 3-22 3.2 Eleme
25、nts of pavement evaluation . 3-22 3.3 Elements of the ACN/PCN method 3-23 3.4 Assessing the magnitude and composition of traffic 3-25 3.5 Techniques for “using aircraft“ evaluation . 3-27 3.6 Techniques and equipment for “technical“ evaluation . 3-31 Chapter 4.- State Practices for Design and Evalua
26、tion of Pavements 3-62 4.1 Canadian practice . 3-62 4.1.1 Scope . 3-62 4.1.2 Pavement design practices . 3-64 4.1.3 Pavement evaluation practices . 3-69 4.2 French practice . 3-78 4.2.1 General . 3-78 4.2.2 Choice of the design load . 3-80 4.2.3 Designing flexible pavements 3-83 4.2.4 Designing rigi
27、d pavements . 3-86 4.2.5 General design 3-93 Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ICAO 7157 PART*K3 * 4B41456 0057372 543 W (vi Aerodrome Design Manual Chapter 4 (
28、Cmt . 4.2.6 Optimized design . 3-109 4.2.7 Frost 3-112 4.2.8 Allowable loads 3-114 4.2.9 Evaluation of pavements 3-120 4.2.10 Reinforcement of pavements . 3-12; 4.2.11 Light pavements 3-127 4.3 United Kingdom practice 3-129 4.3.1 Design and evaluation of pavements . 3-129 4.3.2 Reporting pavement st
29、rength 3-129 4.4 United States of America practice 3-130 4.4.1 4.4.2 4.4.3 4.4.4 4.4.5 4.4.6 4.4.7 4.4.8 4.4.9 4.4.10 4.4.11 4.4.12 4.4.13 4.4.14 4.4.15 4.4.16 4.4.17 4.4.19 4.4.20 4.4.21 4.4.22 4.4.23 4.4.24 4.4.25 4.4.26 4.4.27 4.4.18 Introduction . Basic investigations and considerations Soil tes
30、ts . Unified soil classification system . Soil classification examples . Frost and permafrost . Soil strength tests Pavement design philosophy . Background . Aircraft considerations Determination of design aircraft . Determination of equivalent annual departures by the design aircraft Designing the
31、flexible pavement Critical and non-critical areas Stabilized base and sub-base . Stabilized sub-base and base equivalency factors . Design example . Designing the rigid pavement . Sub-base requirements Critical and non-critical areas Stabilized sub-base Design example . Optional rigid pavement desig
32、n curves High traffic volumes . Reinforced concrete pavement . Airport pavement overlays Pavement: evaluation 3-130 3-130 3-131 3-133 3-137 3-140 3-141 3-143 3-145 3-146 3-147 3-147 3-149 3-160 3-160 3-160 3-161 3-163 3-164 3-174 3-174 3-175 3-175 3-183 3-18 3 3-185 3-199 Chapter 5.- Methods for Imp
33、roving Runway Surface Texture . 3-204 5.1 Purpose 3-204 5.2 Basic Considerations . 3-204 5.3 Surface treatment of runways . 3-212 Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-
34、,-,-ICAO 9157 PART83 * = 484L41b 0019373 48T Part 3.- Pavements (vii) Page . Chapter 6.- Protection of Asphalt Pavements 3-225 6.1 The problem 3-225 6.2 Treatment of the problem . 3-226 6.3 Protective coatings 3-226 6.4 Materials for protective coatings 3-227 6.5 Application 3-228 6.6 Protection gai
35、ned 3-228 6.7 Maintenance consideration 3-229 6.8 Some related concerns 3-229 Chapter 7.- Structural Concerns for Culverts and Bridges . 3-230 7.1 Problem description 3-230 7.2 Types of substructures . 3-230 7.3. Some guiding concepts 3-231 7.4 Evaluation of subsurface structures 3-231 7.5 Considera
36、tions in design of new facilities . 3-234 Chapter 8.- Construction of Asphaltic Overlays . 3-237 8.1 Introduction 3-237 8.2 Airport authoritys role 3-237 8.3 Design considerations . 3-238B Appendix 1 . Aircraft Characteristics Affecting Pavement Bearing Strength . 3-239 Appendix 2 . Procedures for D
37、etermining the Aircraft Classification Number of an Aircraft 3-251 Appendix 3 . Pavement Design and Evaluation Graphs Provided by France . 3-299 Appendix 4 . Background Information on the United States Practice for the Design and-Evaluation of Pavements . 3-311 Appendix 5 . ACNs for Several Aircraft
38、 Types 3-339 31/8/89 No . 2 :a *: Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ICAO 9357 PARTf3 ft 4843436 0039374 3Lb GLOSSARY Terms which are defined in the ICAO Lexicon
39、 Volume I1 (Doc 9110) are used in accordance with the meanings and usages given therein. A wide variety of terms is in use throughout the world to describe soils, construction materials, and components of airport pavements. As far as possible the terms used in this document are those which have the
40、widest international use. However, for the convenience of the reader a short list of preferred terms and secondary terms which are considered to be their equivalent, and their definitions, is given below. Preferred Term Secondary Term Aggregate Aircraft Classifica- t ion Number (ACN) Asphaltic concr
41、ete Bitumen concrete Bas e course Base Bearing strength CBR Compos it e pavement Bearing capacity Pavement strength California Bearing Ratio Definition General term for the mineral fragments or particles which, through the agency of a suitable binder, can be combined into a solid mass, e.g., to form
42、 a pavement. A number expressing the relative effect of an aircraft on a pavement for a - specified standard subgrade strength. A graded mixture of aggregate, and filler with asphalt or bitumen, placed hot or cold, and rolled. The layer or layers of specified or selected material of designed thickne
43、ss placed on a sub-base or subgrade to support a surface course. The measure of the ability of a pave- ment to sustain the applied load. The bearing ratio of soil determined by conparing the penetration load of the soil to that of a standard material (see ASTM D1883). The method covers evaluation of
44、 the relative quality of subgrade soils but is applicable to sub-base and some base course materials. A pavement consisting of both flexible and rigid layers with or without separating granular layers. Copyright International Civil Aviation Organization Provided by IHS under license with ICAONot for
45、 ResaleNo reproduction or networking permitted without license from IHS-,-,-ICAO 9357 PART*3 * W 48ll5436 0059375 252 W (4 Aerodrome Design Manual Preferred Term Flexible pavement Overlay Pavement Classif ica- tion Number (PCN) Pavement structure Portland cement concrete Rigid pavement Sub-baae cour
46、se Subgrade Surf ace course Secondary Term Pavement Concrete Su b+e e Formation foundation Wearing course Definition A pavement structure that maintains intimate contact with and distributes loads to the subgrade and depends on aggregate interlock, particle friction, and cohesion for stability. An a
47、dditional surface course placed on existing pavement either with or with- out intermediate base or sub-baee coursesl usually to strengthen the pavement or restore the profile of the surface. A number expressing the bearing strength of a pavement for unrestricted operatione. The combination of sub-ba
48、ae, baee course, and surface cllrse placed on a subgrade to support the traffic load and distribute it to the subgrade. A dxture of graded aggregate with Portland cement and water. A pavement structure that dietributee loads to the subgrade having as its surface course a Portland cement concrete sla
49、b of relatlvely high bending resistance. The layer or layers of specified selected material of designed thickness placed on a subgrade to support a base courae. The upper part of the soil, natural or conetructed, which supports the loads transmftted by the pavement. The top course of a pavement structure. J Copyright International Civil Avia
