{"id":78840,"date":"2024-10-17T18:26:18","date_gmt":"2024-10-17T18:26:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784405604-2005\/"},"modified":"2024-10-24T19:38:18","modified_gmt":"2024-10-24T19:38:18","slug":"asce-9780784405604-2005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784405604-2005\/","title":{"rendered":"ASCE 9780784405604 2005"},"content":{"rendered":"
Branco and deBrito provide complete coverage of concrete bridges from planning, design, repair, maintenance, and demolition, with a focus on small- and medium-size bridges.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Figure Credits <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Part 1\u2014Basic Concepts <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Chapter 1 Introduction 1.1. Historical Note <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 1.2. Bridge Management Today <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Chapter 2 Service Life 2.1. Basic Concepts 2.2. Bridge Functional Life <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 2.3. Bridge Structural Life <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 2.4. Service Life of Bridge Components <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 2.5. Service Life, Safety, and Durability <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 2.6. End of Life and Decision Making <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Chapter 3 Testing and Monitoring 3.1. Materials Lab Testing <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 3.2. In Situ Testing <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 3.3. Bridge Monitoring <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Part 2\u2014Design and Construction <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Chapter 4 Design for Durability 4.1. Basis of a Durability Design <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 4.2. Bridge Owner and Service Life <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 4.3. Durability Design Using Codes <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 4.4. Durability Design with Degradation Mechanisms <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 4.5. Interaction with Structural Design 4.6. Complementary Reinforcement Protection Methods <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 4.7. Protection Against Water <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 4.8. Design with Flexibility <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 4.9. Design for Easy Inspection <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 4.10. Design to Prevent Human and Animal Intrusion <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 4.11. Monitoring and Maintenance Plan <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 4.12. Technical Specifications 4.13. Data Information Storage <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Chapter 5 Construction for Durability 5.1. General <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 5.2. The Preparation of the Construction <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 5.3. The Production <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | 5.4. Quality Control <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | 5.5. Construction Anomalies <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | 5.6. Construction Data Files <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Part 3\u2014Overview of Bridge Management Systems <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | Chapter 6 Bridge Management Systems in North America 6.1. Introduction <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | 6.2. The Pennsylvania Department of Transportation BMS (US) <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 6.3. The Inventory System PONTIS (US) <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | 6.4. The BRUFEM Bridge Rating System (US) <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 6.5. The AASHTO Manual for Maintenance Inspection of Bridges (US) 6.6. Structural Evaluation of Existing Bridges (AASHTO-US) <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | 6.7. Other BMS References (US) <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | 6.8. The Ontario Ministry of Transportation BMS (Canada) <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | Chapter 7 Bridge Management Systems Outside North America 7.1. Bridge Management in Surrey (U.K.) 7.2. Department of Transport Rehabilitation Strategy (U.K.) <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | 7.3. The London Underground Inspection System (U.K.) 7.4. Further U.K. BMS References <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | 7.5. The French Ministry of Transportation BMS (France) <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | 7.6. The “Bridge Maintenance: Surveillance Methodology” PhD Thesis (Switzerland) <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | 7.7. The DANBRO BMS (Denmark) <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | 7.8. The BRISA\u2014Portugal Highways BMS (Portugal) <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | 7.9. The Ministry of Transports and Public Works Database (Netherlands) <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | 7.10. The Swedish National Road Administration BMS (Sweden) <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | 7.11. The Finnish Roads Administration BMS (Finland) <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | 7.12. The Polish BMS (Poland) <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | 7.13. The SAMOA Program (Italy) 7.14. BMS in Germany <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | 7.15. BMS Japanese Experience <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | 7.16. The South African National Roads Agency and Taiwan Area National Freeway Bureau Rating System <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | 7.17. BMS in Other Countries <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | Chapter 8 Management During Service Life 8.1. General Summary of the Bridge Management Systems Analyzed <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | 8.2. The Architecture of a Standard Bridge Management System <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | Part 4\u2014Organization of a Bridge Management System <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | Chapter 9 The Database 9.1. Introduction <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | 9.2. General Organization <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | 9.3. Utilization Options <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | 9.4. Identification Form <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | 9.5. Graphic Information <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | 9.6. Reference State Form <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | 9.7. Inspection Forms <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | 9.8. Reports Generation <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | 9.9. Database Users’ Manual <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | Chapter 10 Inspection Strategies 10.1. Procedures Standardization <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | 10.2. General Organization of a Knowledge-Based Inspection System <\/td>\n<\/tr>\n | ||||||
305<\/td>\n | 10.3. Classification System <\/td>\n<\/tr>\n | ||||||
325<\/td>\n | 10.4. Correlation Matrices <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | 10.5. Inspection Manual <\/td>\n<\/tr>\n | ||||||
340<\/td>\n | 10.6. Computer-Based Inspection Support Module <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | 10.7. Bridge Dossier <\/td>\n<\/tr>\n | ||||||
352<\/td>\n | Chapter 11 Maintenance Strategies 11.1. Introduction 11.2. Maintenance or Repair? <\/td>\n<\/tr>\n | ||||||
353<\/td>\n | 11.3. Defects Rating System <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | 11.4. Decision Criteria <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | 11.5. Maintenance\/Small Repair Subsystem Working Procedure <\/td>\n<\/tr>\n | ||||||
359<\/td>\n | 11.6. Subsystem Implementation Strategy <\/td>\n<\/tr>\n | ||||||
366<\/td>\n | Part 5\u2014Long-Term Cost Analysis <\/td>\n<\/tr>\n | ||||||
368<\/td>\n | Chapter 12 Long-Term Costs Quantification 12.1. Introduction 12.2. Present Value Prices Analysis <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | 12.3. The Global Cost Function C <\/td>\n<\/tr>\n | ||||||
378<\/td>\n | 12.4. Initial Costs <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | 12.5. Inspection Costs <\/td>\n<\/tr>\n | ||||||
391<\/td>\n | 12.6. Maintenance Costs <\/td>\n<\/tr>\n | ||||||
397<\/td>\n | 12.7. Repair Costs <\/td>\n<\/tr>\n | ||||||
401<\/td>\n | 12.8. Failure Costs <\/td>\n<\/tr>\n | ||||||
437<\/td>\n | 12.9. General Architecture of the COSTS Algorithm <\/td>\n<\/tr>\n | ||||||
444<\/td>\n | Chapter 13 Repair Strategies 13.1. Introduction 13.2. Submodule of Inspection Strategy <\/td>\n<\/tr>\n | ||||||
454<\/td>\n | 13.3. Submodule of Repair Work Selection <\/td>\n<\/tr>\n | ||||||
478<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
490<\/td>\n | Index A B <\/td>\n<\/tr>\n | ||||||
491<\/td>\n | C D <\/td>\n<\/tr>\n | ||||||
492<\/td>\n | E F G H I J <\/td>\n<\/tr>\n | ||||||
493<\/td>\n | K L M N O P Q R <\/td>\n<\/tr>\n | ||||||
494<\/td>\n | S T <\/td>\n<\/tr>\n | ||||||
495<\/td>\n | U V W X Y <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Handbook of Concrete Bridge Management<\/b><\/p>\n |