Holdings: Asphalts in road construction

Asphalts in road construction:

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Bibliographic Details
Previous Title:	Bituminous mixtures in road construction
Other Authors:	Hunter, Robert N. (Editor)
Format:	Book
Language:	English
Published:	London [u.a.] Telford 2000
Subjects:	Asphalt Fahrbahndecke
Online Access:	Inhaltsverzeichnis
Physical Description:	XXIII, 563 S. Ill., graph. Darst.
ISBN:	072772780X

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MARC


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Record in the Search Index

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adam_text	ASPHALTS IN ROAD CONSTRUCTION EDITED BY DR ROBERT N. HUNTER THOMAS TELFORD, LONDON CONTENTS 1. ASSESSING AGGREGATES FOR USE IN ASPHALTS 1 1.1. PREAMBLE 1 1.2. WHY TEST AGGREGATES? 2 1.3. CLASSIFYING AGGREGATES 3 1.3.1. NATURAL ROCK TYPES 3 1.3.2. ARTIFICIAL/SYNTHETIC AGGREGATES 4 1.3.3. RECYCLED AGGREGATES 4 1.4. AGGREGATE PETROLOGY * A SIMPLE CLASSIFICATION 5 1.5. IMPORTANT STUDIES RELATING PETROLOGY TO AGGREGATE PROPERTIES 7 1.6. SOURCES OF HIGH QUALITY AGGREGATES IN THE UK 9 1.7. USE OF AGGREGATES FOR ASPHALTS AROUND THE WORLD 10 1.8. BASIC PROBLEMS WITH THE WAY THAT AGGREGATES ARE TESTED 11 1.9. AGGREGATE PROPERTIES RELEVANT TO ASPHALTS 12 1.10. CURRENT TEST METHODS FOR ASSESSING AGGREGATES 13 1.11. SUMMARY OF MAIN AGGREGATE TESTING REQUIREMENTS 13 1.12. MAIN TEST METHODS USED TO ASSESS THE PROPERTIES OF AGGREGATES 15 1.12.1. SAMPLING 15 1.12.2. SIZE DISTRIBUTION 16 1.12.3. RELATIVE DENSITY AND WATER ABSORPTION 18 1.12.4. CLEANLINESS 19 1.12.5. SHAPE 19 1.12.6. STRENGTH 21 1.13. PROPOSED EUROPEAN NORMS 34 1.13.1. SELECTION OF TEST METHODS 34 1.14. SUMMARY 39 REFERENCES 41 2. BITUMENS 45 2.1. PREAMBLE 45 2.2. THE NATURE OF BITUMEN 45 XVI CONTENTS 2.2.7. SATURATES 46 2.2.2. AROMATICS 46 2.2.3. RESINS 46 2.2.4. ASPHALTENES 47 2.3. PHYSICAL PROPERTIES OF BITUMEN 50 2.4. PRODUCTION OF BITUMEN 53 2.5. SPECIFICATION OF BITUMEN 55 2.5.7. CURRENT UK PRACTICE 55 2.5.2. EUROPEAN SPECIFICATIONS 62 2.5.3. PERFORMANCE SPECIFICATIONS 65 2.6. RHEOLOGY 69 2.6.1. TERMINOLOGY AND THEORY 69 2.6.2. RHEOLOGICAL TESTS AND DATA MANIPULATION 71 2.6.3. RELATIONSHIP OF RHEOLOGICAL PARAMETERS TO MIX PERFORMANCE 75 2.7. BITUMEN MODIFICATION 75 2.7.7. POLYMER MODIFICATION 76 2.7.2. STORAGE STABILITY 80 2.7.3. PRODUCTION CONSIDERATIONS FOR POLYMER MODIFIED BINDERS 81 2.7.4. THE EFFECTS OF POLYMER MODIFICATION 82 2.7.5. OTHER BITUMEN MODIFIERS 86 2.8. EMULSIONS AND CUTBACKS 89 2.8.1. CUTBACK BITUMEN 89 2.8.2. BITUMEN EMULSION 90 2.8.3. TESTING OF BITUMEN EMULSIONS AND CUTBACK BITUMENS 94 2.8.4. PERFORMANCE SPECIFICATIONS FOR EMULSIONS AND CUTBACKS 95 2.9. FOAMED BITUMEN 95 2.10. NATURAL BITUMEN 96 2.70.7. TRINIDAD LAKE ASPHALT (TLA) 96 2.10.2. GILSONITE 97 2.10.3. ROCK ASPHALT 97 2.11. TAR 97 2.12. HEALTH AND SAFETY ASPECTS 98 2.13. SUMMARY 99 REFERENCES 99 3. FUNCTIONS AND PROPERTIES OF ROAD LAYERS 107 3.1. PREAMBLE 107 3.2. THE IDEAL PAVEMENT 107 3.3. DESIGN CONCEPTS 110 3.4. THE SUBGRADE 113 3.5. THE FOUNDATION 117 3.6. BITUMINOUS ROADBASES AND BASECOURSES 119 3.7. WEARING COURSES 123 3.7.1. HOT-ROLLED ASPHALT (HRA) 123 CONTENTS XVII 3.7.2. POROUS ASPHALT (PA) 123 3.7.3. ASPHALTIC CONCRETE AND DENSE BITUMEN MACADAM (DBM) 124 3.7.4. STONE MASTIC ASPHALT (SMA) 124 3.7.5. THIN SURFACINGS 124 3.8. COMPARISON OF WEARING COURSE CHARACTERISTICS 125 3.9. SKID RESISTANCE 126 3.10. MEASURING THE MECHANICAL PROPERTIES OF ROAD LAYERS 126 3.10.1. THE NOTTINGHAM ASPHALT TESTER 126 3.10.2. THE FALLING WEIGHT DEFLECTOMETER 133 3.10.3. THE DYNAMIC CONE PENETROMETER 139 3.11. SUMMARY 140 REFERENCES 141 4. DESIGN AND MAINTENANCE OF ASPHALT PAVEMENTS 144 4.1. PREAMBLE 144 4.2. INTRODUCTION 145 4.3. VOLUME 7 OF THE DESIGN MANUAL FOR ROADS AND BRIDGES 146 4.4. OVERVIEW OF PAVEMENT STRUCTURE, TYPE AND PERFORMANCE 147 4.4.1. PAVEMENT TYPES 150 4.4.2. PAVEMENT PERFORMANCE 150 4.4.3. HD 35 TECHNICAL INFORMATION 151 4.5. TRAFFIC ASSESSMENT 151 4.5.1. PAVEMENT WEAR FACTORS 152 4.5.2. THE STANDARD METHOD OF TRAFFIC ASSESSMENT 153 4.5.3. THE STRUCTURAL ASSESSMENT AND MAINTENANCE METHOD 154 4.5.4. HEAVY DUTY ASPHALT PAVEMENTS 154 4.5.5. THE INFLUENCE OF VEHICLE SPEED ON PAVEMENT DESIGN 155 4.6. DESIGN OF PAVEMENT FOUNDATIONS 155 4.6.1. ASSESSMENT OF THE SUBGRADE 156 4.6.2. SUB-BASE AND CAPPING 157 4.6.3. DRAINAGE 158 4.6.4. FROST RESISTANCE 159 4.6.5. STABILIZED SUB-BASE AND DESIGN FOR PERFORMANCE 159 4.7. DESIGN OF ASPHALT THICKNESS * THE EMPIRICAL APPROACH 160 4.7.1. STAGED CONSTRUCTION * DESIGN FOR 20 YEARS INITIAL LIFE 160 4.7.2. PAVEMENTS OF INDETERMINATE LIFE 161 4.7.3. ROADBASE AND BASECOURSE MATERIALS 161 4.7.4. CLAUSE 929: DESIGN, COMPACTION ASSESSMENT AND COMPLIANCE OF ROADBASE AND BASECOURSE MACADAMS 164 4.7.5. DESIGN CURVES * NORMAL PAVEMENTS 165 XVIII CONTENTS 4.7.6. DESIGN CURVES * LONG LIFE PAVEMENTS 166 4.7.7. ASPHALT IN RIGID COMPOSITE PAVEMENTS 167 4.8. DESIGN OF ASPHALT THICKNESS * THE ANALYTICAL APPROACH 167 4.8.1. THE SHELL PAVEMENT DESIGN METHOD 168 4.8.2. NOAH 9 169 4.8.3. USE OF STIFFNESS DATA IN ANALYTICAL DESIGN 170 4.8.4. COST333/AMADEUS 170 4.9. WIDENING OF PAVEMENTS AND HAUNCH STRENGTHENING 170 4.9.7. WIDENING WITH ADDITIONAL LANES 172 4.9.2. HAUNCH STRENGTHENING AND LOCAL WIDENING 172 4.9.3. ASPHALT SUBSTITUTION 173 4.10. ASSESSMENTSKID RESISTANCE 174 4.10.1. SURFACE TEXTURE 175 4.10.2. MEASUREMENT OF MICROTEXTURE THE PSV TEST 177 4.10.3. AGGREGATE SELECTION 178 4.10.4. MEASUREMENT OF MACROTEXTURE 178 4.10.5. MEASUREMENT OF SKID RESISTANCE 179 4.10.6. SKID RESISTANCE AND ACCIDENT RISK 181 4.11. ASSESSMENTSTRUCTURAL CONDITIONS 181 4.11.1. ROUTINE STRUCTURAL ASSESSMENT PROGRAMME 182 4.11.2. THE HIGH SPEED ROAD MONITOR 182 4.11.3. VISUAL CONDITION SURVEYS 183 4.11.4. DEFLECTION SURVEYS 183 4.11.5. USING DEFLECTION TO ESTIMATE RESIDUAL LIFE 185 4.11.6. PLANNING AN INVESTIGATION DATA REVIEW 186 4.11.7. THE DETAILED INVESTIGATION 187 4.11.8. FALLING WEIGHT DEFLECTOMETER AND GROUND RADAR 187 4.12. DESIGN OF MAINTENANCE TREATMENTS 188 4.12.1. DESIGN OF STRUCTURAL MAINTENANCE 188 4.12.2. WEARING COURSE REPLACEMENT 188 4.12.3. OVERLAY 188 4.12.4. RECONSTRUCTION 190 4.12.5. MINOR REPAIRS AND SURFACE TREATMENTS 190 4.13. ASPHALT SURFACING AND SURFACING MATERIALS 191 4.13.1. AGGREGATE SELECTION 191 4.13.2. TYRE-GENERATED NOISE 193 4.13.3. BRITISH BOARD OF AGREMENT/HAPAS 194 4.13.4. HOT ROLLED ASPHALT WEARING COURSE 194 4.13.5. POROUS ASPHALT 195 4.13.6. THIN SURFACINGS 195 4.13.7. STONE MASTIC ASPHALT 196 4.13.8. BITUMEN MACADAM WEARING COURSE 196 4.13.9. RETEXTURING OF ASPHALT SURFACING 196 4.14. SUMMARY 196 REFERENCES 197 CONTENTS XIX 5. PRODUCTION: PROCESSING RAW MATERIALS TO MIXED MATERIALS 202 5.1. PREAMBLE 202 5.2. RAW MATERIALS 202 5.2.7. CRUSHED ROCKS 202 5.2.2. SAND AND GRAVEL 203 5.2.3. BLAST FURNACE SLAG AND STEEL SLAG 203 5.3. RESOURCES 203 5.4. METHODS OF PRODUCING AGGREGATES 204 . 5.4.7. HARDROCK CRUSHING AND SCREENING PLANT 205 5.4.2. LIMESTONE CRUSHING AND SCREENING PLANT 208 5.4.3. SAND AND GRAVEL PROCESSING PLANTS 211 5.5. METHODS OF PRODUCING ASPHALTS 212 5.5.7. CONVENTIONAL ASPHALT BATCH PLANTS 214 5.5.2. BATCH HEATER PLANT 216 5.5.3. DRUM MIXER 218 5.5.4. COUNTERFLOW DRUM MIXER 223 5.5.5. SUMMARY OF MAIN FEATURES OF ASPHALT PRODUCTION PLANTS 224 5.6. CONTROLLING MANUFACTURE 224 5.6.7. AGGREGATE PROCESSING PLANTS 224 5.6.2. HOT ROLLED ASPHALT AND COATED MACADAM PLANTS 227 5.7. SUMMARY 233 REFERENCES 6. 6.1. 6.2. 6.3. 6.4. 6.5. 6.6. 6.7. SURFACING PLANT PREAMBLE LORRIES PAVERS 6.3.1. ELEMENTS OF A PAVER 239 6.3.2. HOW ASPHALT FLOWS THROUGH A PAVER 239 6.3.3. ACTION OF THE SCREED 240 6.3.4. THE SCREED 241 6.3.5. AUTOMATIC CONTROL DEVICES 245 6.3.6. INTEGRAL SPRAYER 250 PAVER DELIVERY SYSTEMS COMPACTION PLANT 6.5.7. DEAD WEIGHT TANDEM AND THREE-POINT ROLLERS 256 6.5.2. PNEUMATIC TYRED ROLLERS 257 6.5.3. VIBRATING ROLLERS 258 ANCILLARY EQUIPMENT 6.6.1. MILLING MACHINES 259 6.6.2. CHIPPING MACHINES 260 6.6.3. HOT BOXES 262 6.6.4. INFRARED HEATERS 262 SUMMARY 234 235 235 236 237 254 255 259 262 XX CONTENTS REFERENCES 263 7. GOOD SURFACING PRACTICE 264 7.1. PREAMBLE 264 7.2. SAFETY 264 7.2.7. SITE SAFETY POLICY 264 7.2.2. SITE SAFETY OFFICER 266 7.2.3. CONTROL AND MONITORING 266 7.2.4. GENERAL SITE SAFETY 267 7.2.5. PRECAUTIONS FOR PAVER WORK 268 7.2.6. ENVIRONMENTAL ISSUES 269 7.3. ESTIMATING FOR WORK 269 7.3.7. MATERIALS 270 7.3.2. PROGRAMME 270 7.3.3. COST 271 7.3.4. PRICE 278 7.4. PLANNING AND PROGRAMMING 280 7.5. PRE-START INSPECTION 281 7.6. ORDERING PLANT, EQUIPMENT AND MATERIALS 281 7.6.7. ORDERING PLANT AND EQUIPMENT 281 7.6.2. ORDERING MATERIALS 282 7.6.3. SURFACING OPERATIONS CHECKLIST 285 7.7. TRANSPORTATION 285 7.8. LAYING 285 7.8.7. SETTING OUT 285 7.8.2. USE OF A BLOCK-UP STAFF 289 7.8.3. LAYING ASPHALTS BY HAND 293 7.8.4. MACHINE LAYING 297 7.8.5. LAYING THIN SURFACINGS AND SMAS 299 7.8.6. REPAIR TO AND REINSTATEMENT OF THIN SURFACINGS AND SMAS 304 7.9. THE APPLICATION OF PRECOATED CHIPPINGS INTO HRA WEARING COURSE 305 7.10. ROLLING AND COMPACTION 308 7.10.1. ROLLING PATTERNS 309 7.10.2. CORRELATION BETWEEN LAYER THICKNESS AND DENSITY OF THE COMPACTED MAT 310 7.10.3. FACTORS AFFECTING ROLLING TECHNIQUE AND THE ACHIEVEMENT OF OPTIMUM MAT DENSITY 311 7.11. VIBRATORY COMPACTION 313 7.12. QUALITY CONTROL AND CHECKS 314 7.72.7. THE GANG 314 7.12.2. THE PLANT 314 7.12.3. THE WEATHER 315 7.12.4. CONDITION OF THE SITE 316 7.12.5. THE MATERIAL 316 7.12.6. OTHER FACTORS 317 CONTENTS XXI 7.13. REQUIREMENTS OF THE SPECIFICATION FOR HIGHWAY WORKS 317 7.13.1. SERIES 700 ROAD PAVEMENTS* GENERAL 319 7.13.2. SERIES 900 BITUMINOUS BOUND MATERIALS 323 7.14. ECONOMIC ANALYSIS OF OPERATIONS 323 7.14.1. ESTIMATE SUMMARY 324 7.14.2. COST/VALUE 324 7.15. REMEDIAL WORKS 327 7.16. SUMMARY 329 REFERENCES 330 8. COMPACTION OF ASPHALTS 332 8.1. PREAMBLE 332 8.2. IMPORTANCE OF COMPACTION 332 8.3. PUBLISHED WORK 335 8.3.1. EFFECTS OF COMPACTION ON PAVEMENT PERFORMANCE 335 8.3.2. ROLLING METHODS 338 8.3.3. COMPACTION PLANT 339 8.3.4. OTHER FACTORS AFFECTING COMPACTION 340 8.4. COMPACTION SPECIFICATION 348 8.4.1. BACKGROUND 348 8.4.2. SERIES 700 ROAD PAVEMENTS GENERAL 349 8.4.3. SERIES 900 ROAD PAVEMENTS BITUMINOUS BOUND MATERIALS 349 8.4.4. USE OF MAY LAY / MAY NOT LAY DIAGRAMS 354 8.5 PRACTICAL APPLICATION OF COMPACTION TECHNOLOGY 356 8.5.7. GENERAL 356 8.5.2. VIBRATING ROLLERS VERSUS STATIC ROLLERS 357 8.5.3. THE COMPACTION OF CHIPPED HRA WEARING COURSE 359 8.5.4. THE COMPACTION OF THIN SURFACINGS 359 8.5.5. THE COMPACTION OF HMB 361 8.5.6. ROLLING PATTERNS 361 8.5.7. DYNAPAC S PAVECOMP 0 COMPUTER PROGRAM 362 8.6. SUMMARY 363 REFERENCES 363 9. STANDARDS FOR TESTING 366 9.1. PREAMBLE 366 9.2. SAMPLING 367 9.3. PRECISION 375 9.4. TEST METHODS 377 9.4.7. COMPOSITION OF ASPHALTS 377 9.4.2. BITUMEN TESTS 396 9.4.3. MIXTURE DESIGN 405 9.4.4. ADHESION 416 9.4.5. PERCENTAGE REFUSAL DENSITY 420 9.4.6. TEXTURE DEPTH 421 XXII CONTENTS 9.4.7. WHEEL-TRACKING TEST 426 9.4.8. CREEP TEST 427 9.4.9. ELASTIC STIFFNESS 431 9.5. ANALYSIS OF TEST RESULTS 434 9.5.7. STATISTICAL TECHNIQUES 434 9.5.2. CONTROL CHARTS 437 9.5.3. SIGNIFICANCE TESTING 446 9.5.4. RECOMMENDATION 450 9.6. LABORATORY MANAGEMENT 450 9.7. ASPHALT QUALITY ASSURANCE SCHEME 457 9.8. SUMMARY 458 REFERENCES 458 10. SPECIALIST SURFACE TREATMENTS 465 10.1. PREAMBLE 465 10.2. SURFACE DRESSING 465 10.2.1. SURFACE DRESSING SPECIFICATION 467 10.2.2. FACTORS WHICH INFLUENCE THE DESIGN AND PERFORMANCE OF SURFACE DRESSINGS 467 10.2.3. TYPES OF SURFACE DRESSING 484 10.2.4. THE ROAD NOTE 39 DESIGN APPROACH 487 10.2.5. SURFACE DRESSING EQUIPMENT 487 10.2.6. TYPES OF SURFACE DRESSING FAILURES 490 10.2.7. SURFACE DRESSING SEASON 491 10.2.8. SAFETY 492 10.3. CRACK SEALING/OVERBANDING 494 10.4. SLURRY SURFACINGS/MICRO-SURFACINGS 494 10.4.1. FOOTWAY SLURRY 494 10.4.2. THIN CARRIAGEWAY SLURRIES 495 10.4.3. THICK CARRIAGEWAY SLURRIES 495 10.4.4. MICRO-ASPHALTS 495 10.4.5. AIRFIELD SLURRIES 495 10.4.6. USAGE, MATERIALS AND DEVELOPMENTS 495 10.5. HIGH FRICTION SURFACINGS 496 10.5.1. BITUMEN-EXTENDED EPOXY RESINS 496 10.5.2. EPOXY RESIN 496 10.5.3. POLYURETHANE RESIN 497 10.5.4. ACRYLIC RESINS 497 10.5.5. THERMOPLASTIC ROSIN ESTERS 497 10.6. MASTIC ASPHALT 497 10.7. THIN SURFACINGS 498 10.7.1. MULTIPLE SURFACE DRESSING 498 10.7.2. ULTRA THIN HOT ASPHALT LAID BY PAVER 498 10.7.3. THIN POLYMER MODIFIED ASPHALTIC CONCRETE 499 10.7.4. STONE MASTIC ASPHALT (SMA) 500 10.8. COLOURED SURFACINGS 500 10.8.1. INCORPORATING COLOURED PIGMENTS INTO THE ASPHALT 501 CONTENTS XXIII 10.8.2. APPLICATION OF COLOURED CHIPPINGS TO THE ASPHALT 501 10.8.3. APPLICATION OF A COLOURED SURFACE TREATMENT 502 10.8.4. COLOURED AGGREGATE BOUND BY A CONVENTIONAL BITUMEN 502 10.8.5. COLOURED AGGREGATE BOUND BY A TRANSLUCENT BINDER 503 10.9. ASPHALT RECYCLING 503 10.9.1. IN SITU RECYCLING 504 10.9.2. OFF-SITE OR PLANT RECYCLING 505 10.10. HAPAS * THE HIGHWAY AUTHORITIES PRODUCT APPROVAL SCHEME 506 10.11. SUMMARY 506 REFERENCES 507 11. FAILURES IN ASPHALTS AND HOW TO AVOID THEM 510 11.1. PREAMBLE 510 11.2. ROADBASES 510 77.2.7. THE SUBGRADE 511 11.2.2. THE SUB-BASE 513 11.2.3. THE ROADBASE 515 11.3. BASECOURSES 524 11.4. WEARING COURSES 527 11.4.1. COMMON HRA WEARING COURSE FAILURES 528 11.4.2. OTHER FAILURES 531 11.5. SUMMARY 547 REFERENCES 547 INDEX 550
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spellingShingle	Asphalts in road construction Asphalt (DE-588)4003239-5 gnd Fahrbahndecke (DE-588)4135102-2 gnd
subject_GND	(DE-588)4003239-5 (DE-588)4135102-2
title	Asphalts in road construction
title_auth	Asphalts in road construction
title_exact_search	Asphalts in road construction
title_full	Asphalts in road construction ed. by Robert N. Hunter
title_fullStr	Asphalts in road construction ed. by Robert N. Hunter
title_full_unstemmed	Asphalts in road construction ed. by Robert N. Hunter
title_old	Bituminous mixtures in road construction
title_short	Asphalts in road construction
title_sort	asphalts in road construction
topic	Asphalt (DE-588)4003239-5 gnd Fahrbahndecke (DE-588)4135102-2 gnd
topic_facet	Asphalt Fahrbahndecke
url	http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017419853&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
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MARC

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