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E-raamat: Pavement Asset Management [Wiley Online]

(University of Waterloo), With (University of Calgary), (University of Texas, Austin, TX)
  • Formaat: 432 pages
  • Ilmumisaeg: 18-May-2015
  • Kirjastus: Wiley-Scrivener
  • ISBN-10: 1119038847
  • ISBN-13: 9781119038849
  • Wiley Online
  • Hind: 225,15 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Formaat: 432 pages
  • Ilmumisaeg: 18-May-2015
  • Kirjastus: Wiley-Scrivener
  • ISBN-10: 1119038847
  • ISBN-13: 9781119038849

Comprehensive and practical, Pavement Asset Management provides an essential resource for educators, students and those in public agencies and consultancies who are directly responsible for managing road and airport pavements.

The book is comprehensive in the integration of activities that go into having safe and cost-effective pavements using the best technologies and management processes available. This is accomplished in seven major parts, and 42 component chapters, ranging from the evolution of pavement management to date requirements to determining needs and priority programming of rehabilitation and maintenance, followed by structural design and economic analysis, implementation of pavement management systems, basic features of working systems and finally by a part on looking ahead.

The most current methodologies and practical applications of managing pavements are described in this one-of-a-kind book. Real world up-to-date examples are provided, as well as an extensive list of references for each part.
Preface xix
Part One: The Evolution of Pavement Management
1 Introduction
3(2)
2 Birth and Teen Years of Pavement Management (1967-1987)
5(10)
2.1 Network Level PMS
8(1)
2.2 The Impact of Lack of Understanding of Software Requirements
9(1)
2.3 Lessons Learned from the Early Development Years
10(1)
2.4 Basic Requirements for an Effective and Comprehensive PMS
11(4)
3 Pavement Management Development from 2010
15(6)
3.1 Data Aggregation and Sectioning
16(1)
3.2 Private Investment
16(1)
3.3 Parallel International Developments
17(1)
3.4 Administrative and Public Awareness of PMS
17(1)
3.5 Education
18(1)
3.6 Improvements in Computers and Software Development
19(1)
3.7 Other Compatible Management Systems
19(1)
3.8 Expansion of PMS Concerns
20(1)
4 Setting the Stage
21(2)
References for Part One
23(4)
Part Two: Data Requirements
5 Overview of Pavement Management Data Needs
27(4)
5.1 Classes of Data Required
27(1)
5.2 The Importance of Construction and Maintenance History Data
28(2)
5.3 The Importance of Performance Related Pavement Evaluation
30(1)
5.4 Objectivity and Consistency in Pavement Data Acquisition and Use
30(1)
5.5 Combining Pavement Evaluation Measures
30(1)
6 Inventory Data Needs
31(4)
6.1 Purpose of Inventory Data
31(1)
6.2 Types of Inventory Data
31(1)
6.3 Selection and Referencing of Pavement Management Sections
32(1)
6.4 Collecting and Processing Section and Network Data
33(1)
6.5 Traffic and Truck Load Data
34(1)
7 Characterizing Pavement Performance
35(14)
7.1 The Serviceability-Performance Concept
35(1)
7.2 Pavement Roughness
35(1)
7.3 Equipment for Evaluating Roughness
36(1)
7.4 Toward a Universal Roughness Standard
37(2)
7.5 Calibration Needs and Procedures
39(6)
7.6 Relating Roughness to Serviceability
45(2)
7.7 Applications of Roughness Data
47(2)
8 Evaluation of Pavement Structural Capacity
49(18)
8.1 Basic Considerations
49(1)
8.2 Nondestructive Measurement and Analysis
49(9)
8.2.1 Deflection Measurements
50(1)
8.2.2 Moving Measurement of Deflections
51(4)
8.2.3 Ground Penetrating Radar
55(3)
8.3 Destructive Structural Evaluation
58(1)
8.4 Structural Capacity Index Concepts
58(6)
8.5 Network versus Project Level Applications of Structural Capacity Evaluation
64(3)
8.5.1 Staged Measurements
65(2)
9 Evaluation of Pavement Surface Distress Condition Surveys
67(22)
9.1 Purposes of Surface Distress Surveys
67(1)
9.2 Manual Methods for Distress Surveys
67(2)
9.3 Automated Survey Methods
69(1)
9.4 Types of Distress
70(1)
9.5 Examples of Distress Survey Procedures
70(4)
9.5.1 PAVERTM Distress Surveys
70(2)
9.5.2 FHWA Network Distress Collection Protocols
72(2)
9.5.3 Cracking Measurements
74(1)
9.6 Equipment for Distress Evaluation
74(6)
9.6.1 Comparison of Vendor Performance
75(1)
9.6.2 Synthesis of Pavement Distress Collection Techniques, 2004
76(4)
9.7 Summary of Pavement Distress Scores Used by State DOTS
80(3)
9.7.1 Rating Scales and Levels of Acceptability
82(1)
9.8 Example Equipment: Fugro, Roadware-ARAN
83(2)
9.9 Example Equipment: Service Provider-Pathway Services Inc.
85(2)
9.10 Application of Distress Data
87(2)
10 Evaluation of Pavement Safety
89(14)
10.1 Major Safety Components
90(1)
10.2 Skid Resistance Evaluation
90(1)
10.3 Basic Concepts of Skid Resistance and the Importance of Pavement Texture
91(2)
10.4 Methods of Measuring and Reporting Skid Resistance
93(2)
10.4.1 Skid Measuring Equipment and Testing Protocols
94(1)
10.5 Change of Skid Resistance with Time, Traffic, and Climate (Weather/Season)
95(1)
10.6 Including Friction Management in a Pavement Management System
95(8)
11 Combined Measures of Pavement Quality
103(6)
11.1 Concept of Combined Measures
103(1)
11.2 Examples of Combined Indexes
104(1)
11.3 Developing Combined Indexes
105(4)
11.3.1 Example Combined Index from Minnesota
105(4)
12 Data Base Management
109(12)
12.1 Introduction
109(1)
12.2 Factors that Characterize the Present State of Data Base Management
109(2)
12.3 Some Evolutionary Features of Data Base Management
111(1)
12.4 Data Base Management Systems and Key Components
112(2)
12.5 Advantages of Integrated Data Base Management Systems
114(1)
12.6 Examples of Integrated Data Base Management
115(3)
12.7 Success Factors for Effective Data Base Management
118(3)
13 Communicating the Present Status of Pavement Networks
121(16)
13.1 Introduction
121(1)
13.2 Performance Measures
122(1)
13.3 Performance Measurement and Strategic Level Pavement Management
123(1)
13.4 Performance Measure Categories
124(7)
13.5 Example Report on the State of a Road Network in Terms of International Roughness Index
131(2)
13.6 Example Report on the State of a Road Network in Terms of Asset Value
133(3)
13.7 Example Report on a State Timeline of "Good" Pavement
136(1)
References for Part Two
137(10)
Part Three: Determining Present and Future Needs and Priority Programing of Rehabilitation and Maintenance
14 Establishing Criteria
147(4)
14.1 Reasons for Establishing Criteria
147(1)
14.2 Measures to which Criteria can be Applied
147(1)
14.3 Factors Affecting Limits, and Some Examples
148(1)
14.4 Effects of Changing Criteria
148(3)
15 Prediction Models for Pavement Deterioration
151(8)
15.1 Clarification of Performance and Deterioration Prediction
151(1)
15.2 Parameters or Measures to be Predicted
152(5)
15.2.1 Deterioration Prediction Model Approaches and Variables
152(5)
15.3 Basic Types of Prediction Models and Examples
157(4)
15.3.1 Performance Prediction Approach in the Mechanistic Empirical Pavement Design Guide (MEPDG)
158(1)
16 Determining Needs
159(2)
17 Rehabilitation and Maintenance Alternatives
161(10)
17.1 Identification of Alternatives
161(2)
17.1.1 Pavement Preservation
162(1)
17.1.2 Examples of Combined Rehabilitation and Preventive/Preservation Treatment Alternatives at the Network Level
163(1)
17.2 Decision Processes and Expert Systems Approaches to Identifying Feasible Alternative
163(6)
17.3 Deterioration Modeling of Rehabilitation and Maintenance Alternatives
169(1)
17.4 Costs, Benefits, and Cost-Effectiveness Calculations
169(2)
18 Priority Programing of Rehabilitation and Maintenance
171(6)
18.1 Basic Approaches to Establishing Alternatives and Policies
171(1)
18.2 Selecting a Length of Program Period
172(1)
18.3 Basic Functions of Priority Programming
172(1)
18.4 Priority Programing Methods
173(2)
18.4.1 Mathematical Programming for Optimization Method
173(1)
18.4.2 Genetic Algorithms and Evolutionary Algorithms as an Optimization Tool
174(1)
18.4.3 Neural Networks as an Optimization Tool
175(1)
18.5 Examples and Comparisons
175(1)
18.6 Budget Level Evaluation and Specific Standards
175(1)
18.7 Final Program Selection
176(1)
19 Developing Combined Programs of Maintenance and Rehabilitation
177(6)
19.1 Example Results of a Combined Program
179(1)
19.1.1 Example Results of a Combined Program Using the World Bank's HDM-4 Model
179(1)
19.2 Summary
179(4)
References for Part Three
183(4)
Part Four: Structural Design and Economic Analysis: Project Level
20 A Framework for Pavement Design
187(14)
20.1 Introduction
187(1)
20.2 Focus on the MEPDG
188(1)
20.3 Basic Structural Response Models
189(1)
20.4 Characterization of Design Inputs
190(5)
20.4.1 Materials Inputs
193(1)
20.4.2 Traffic Load Inputs
193(1)
20.4.3 Environmental Inputs
194(1)
20.4.4 Interactions
194(1)
20.5 Variability, Reliability and Risk in Pavement Management
195(2)
20.5.1 Variance in Pavement Design
195(1)
20.5.2 Formulation of Pavement Reliability
195(1)
20.5.3 Reliability Concept in the MEPDG
196(1)
20.6 Generating Alternative Design Strategies
197(4)
20.6.1 Generating Structural Design and Overlay Alternatives Example
197(1)
20.6.2 Materials Alternatives
197(1)
20.6.3 Construction and Maintenance Policy Alternatives
197(1)
20.6.4 Pavement Evaluation
198(1)
20.6.5 Alternative Designs in the MEPDG
199(2)
21 The MEPDG Process for Pavement Design
201(10)
21.1 Introduction
201(2)
21.2 Calibration Issues
203(1)
21.3 MEPDG Software
204(1)
21.4 Levels of Use in the MEPDG
205(1)
21.5 Good Design is Not Enough - Life Cycle Pavement Management is Also Needed
206(1)
21.6 Summary of the MEPDG for Flexible Pavements
206(5)
21.6.1 Basic Mechanistic Principles
206(1)
21.6.2 Design Inputs in MEPDG
207(1)
21.6.3 Traffic Inputs for MEPDG
207(1)
21.6.4 Climate Inputs
208(1)
21.6.5 Pavement Performance
208(1)
21.6.6 Problems Observed in Implementing MEPDG in State DOTs
209(2)
22 The MEPDG for Design of New and Reconstructed Rigid Pavements
211(6)
22.1 Introduction
211(1)
22.2 Overview of the Design Process
212(2)
22.3 Processing of Inputs for the Design Analysis
214(1)
22.4 Structural Response Models
214(3)
23 Rehabilitation of Existing Pavements
217(12)
23.1 Introduction
217(1)
23.2 MEPDG Suggested Evaluation Data for Pavement Rehabilitation
218(1)
23.3 MEPDG Rehabilitation Design with HMA
219(2)
23.4 MEPDG Rehabilitation Design with PCC
221(1)
23.5 Concrete Pavement Restoration (CPR) of JPCP
222(3)
23.6 Models, Algorithms, and Transfer Functions of the MEPDG
225(1)
23.7 Quality of Calibration Data and Factor Adjustments
225(2)
23.8 AASHTO Manual of Practices
227(2)
24 MEPDG in Practice
229(8)
24.1 Use of the Guide in Pavement Management
229(1)
24.2 MEPDG Offers a Roadmap to Improvement
230(1)
24.3 MEPDG Research Team's Perspective on Guide Improvements
230(2)
24.4 Practical Experience with MEPDG Flexible Pavement Models
232(1)
24.5 Use of MEPDG for Rehabilitation and Overlay Design
233(1)
24.6 Mechanistic-Empirical Pavement Design Software
234(1)
24.7 Summary
234(3)
25 Economic Evaluation of Alternative Pavement Design Strategies and Selection of an Optimal Strategy
237(5)
25.1 Introduction
237(1)
25.2 Consideration of Environmental Costs in Selecting Alternative Strategies
238(1)
25.3 Weighing Costs versus Environmental Benefits
238(1)
25.4 Unique and/or Unpredictable Cost Factors
239(1)
25.5 User Costs
240(1)
25.6 Selection of an Optimal Strategy
240(1)
25.7 Summary
241(1)
References for Part Four
242(7)
Part Five: Implementation of Pavement Management Systems
26 Steps and Key Components of Implementation
249(6)
26.1 Recognize Need for Change
250(1)
26.2 User Interface Design/User Experience Design
250(2)
26.3 Education/Training
252(1)
26.4 Staffing
252(1)
26.5 Agency Input
253(1)
26.6 Training in Software Use
253(2)
27 Role of Construction
255(4)
27.1 Construction Linked to Planning and Programming
256(1)
27.2 Construction Linked to Project Level Design and Expected Life Cycle Performance
256(1)
27.3 Construction Linked with Maintenance and Evaluation
256(1)
27.4 Information Flows from and to Construction
257(1)
27.5 Role of Construction in Public-Private Partnerships (PPP's)
257(2)
28 Role of Maintenance
259(8)
28.1 Maintenance Linked to Other Phases of Pavement Management
260(1)
28.2 Pavement Preservation in Maintenance
260(5)
28.2.1 The National Center for Pavement Preservation (NCPP)
264(1)
28.3 Maintenance Management Systems Related to PMS
265(2)
29 Research Management
267(4)
29.1 Some Key Elements of Research Management
268(1)
29.2 Issues and Examples
269(2)
References for Part Five
271(4)
Part Six: Examples of Working Systems
30 Basic Features of Working Systems
275(4)
31 Network Level Examples of Pavement Management
279(16)
31.1 Review of COTS PMS Vendors
281(3)
31.2 Vendor Background
284(1)
31.3 Guidelines to Available PMS Software
285(4)
31.4 Evaluation of Available Information on Leading PMS Providers
289(5)
31.4.1 Stantec
289(1)
31.4.2 AgileAssets Inc
290(1)
31.4.3 Information from AgileAssets' Clients
290(1)
31.4.4 Deighton Associates Limited Software, dTIMS-base CT
291(2)
31.4.5 Information from Deighton Clients
293(1)
31.5 Summary
294(1)
32 Project Level Examples of PMS Software
295(2)
33 HDM-4 the Upgraded World Bank Model
297(8)
33.1 HDM-4 Applications
299(3)
33.1.1 Functions of HDM-4 within the Management Cycle
299(1)
33.1.2 HDM Systems Structure
300(1)
33.1.3 Program Analysis
301(1)
33.1.4 Project Analysis
302(1)
33.2 Summary
302(3)
34 City and County Pavement Management Systems
305(8)
34.1 Lisbon, Portugal
307(1)
34.2 City of San Antonio, Texas
307(2)
34.3 Metro Nashville PMS Selection Process
309(1)
34.4 Pavement Management in Johannesburg, South Africa
309(2)
34.5 City of Henderson, Nevada
311(1)
34.6 GIS Based Pavement Management System—Fountain Hills Arizona
312(1)
35 Airport Pavement Management
313(8)
35.1 PAVER and MicroPAVER
313(3)
35.1.1 Airport Pavement Inventory
314(1)
35.1.2 Airport Pavement Inspection
315(1)
35.1.3 Performance Modeling and Condition Analysis
315(1)
35.1.4 Airport Pavement Work Planning
315(1)
35.2 USDOT Federal Aviation Administration Support and Use of PMS
316(2)
35.2.1 Detailed Pavement Management Applications
316(1)
35.2.2 Implementation of GAPEMS at Denver International Airport
317(1)
35.2.3 Appraisal of other Airport Pavement Management Systems
318(1)
35.2.4 Application of GIS/GPS in Shanghai Airport Pavement Management System
318(1)
35.3 Arizona Airports Pavement Management System
318(1)
35.4 Washington State Airport Pavement Management System
319(1)
35.5 Summary
320(1)
References for Part Six
321(6)
Part Seven: Looking Ahead
36 Analyzing Special Problems
327(6)
36.1 Calibration of Pavement Design Methods
327(1)
36.2 Superpave Evaluation
328(1)
36.3 Warm Mix Asphalts
328(1)
36.4 Corridor Analysis
329(1)
36.5 Improved Pavement Performance Models
329(1)
36.6 Geographic Areas of Heavy Damage
330(1)
36.7 Analysis of Heavy Load Corridors
331(1)
36.8 Summary
331(2)
37 Applications of Expert Systems Technology
333(2)
38 New and Emerging Technologies
335(6)
38.1 Predicted Advances in PMS
335(1)
38.2 Geographic Information Systems (GIS)
335(1)
38.3 New Software, Hardware, Data Bases, and Personal Computers
336(1)
38.3.1 Computer Hardware
336(1)
38.3.2 Personal Computers
336(1)
38.4 New Measurement Technologies
336(3)
38.4.1 Integrated Survey Vehicle
336(1)
38.4.2 High Speed Structural Evaluation
337(1)
38.4.3 Direct Imaging and Analysis Techniques
338(1)
38.4.4 Automated Testing Procedures
338(1)
38.4.5 Interface with Other Systems
338(1)
38.4.6 Nanotechnology
338(1)
38.5 Summary
339(2)
39 Institutional Issues and Barriers Related to Pavement Management Implementation
341(4)
39.1 Introduction
341(2)
39.2 Summary
343(2)
40 Cost and Benefits of Pavement Management
345(8)
40.1 General
345(3)
40.2 Quantifiable Benefits
348(1)
40.3 Benefit/Cost of Developing and Using PMS
348(1)
40.4 Example Benefits of PMS for Arizona DOT
349(1)
40.5 Example Benefits of Management Systems for Pinellas County Public Works, Florida
350(1)
40.6 Summary
351(2)
41 Future Direction and Need for Innovation in Pavement Management
353(18)
41.1 Pavement Management Roadmap
353(8)
41.2 Consider User Costs and Vehicle Operating Cost in PMS
361(1)
41.3 Needs for Improved Software
361(2)
41.4 Forward Looking Opportunities
363(1)
41.5 Motivating Factors and Roadblocks in Advancing Pavement Management
363(8)
42 Developments in Asset Management
371(11)
42.1 Background
372(1)
42.2 Framework for AMS
373(2)
42.3 Business Plan for AMS
375(1)
42.4 General Principles of Asset Management Evolving from PMS
375(1)
42.5 Early Positive Steps by DOTs
376(1)
42.6 Maturing AMS
377(1)
42.7 Roadblocks to AMS Implementation
378(1)
42.8 Strategic Level
379(1)
42.9 Corporate Data Base and Executive Information System
379(1)
42.10 Network Level and Project Level
380(1)
42.11 Summary
380(1)
42.12 Websites Containing Transportation Asset Management Information as of 2014
380(2)
References to Part Seven
382(5)
Index 387
Dr. Ralph Haas, PEng, PhD, is the Norman W. McLeod Engineering Professor and Distinguished Professor Emeritus at the University of Waterloo. An educator, researcher and practitioner, he has lectured and consulted worldwide on infrastructure and pavement management for more than four decades. His contributions have been recognized with such honors as Member of the Order of Canada, Fellow of the Canadian Academy of Engineering, Fellow of the Royal Society of Canada and Fellow of the American Society of Civil Engineers.

Dr. W. Ronald Hudson, PE PhD, is the Dewitt Greer Emeritus Professor at the University of Texas, Austin. He has authored or coauthored 400 learned papers and 6 books. He is a Distinguished graduate of the UT Austin School of Engineering and the Civil Engineering Dept. at Texas A&M University. He was a senior member of the Team that developed the initial PMS and was also a Principal on the Team that developed the first BMS for NCHRP in the mid-1980s. He has chaired every PMS committee in TRB and has chaired the Pavement Committee and the Highway Division for the American Society of Civil Engineers.

Dr. Lynne Cowe Falls, Peng, has an extensive background in pavement management spanning several decades including consulting engineering and currently Associate Dean of Engineering at the University of Calgary. She is a prolific author and award winning teacher and has been elected a Fellow of the Canadian Academy of Engineering and a Fellow of the Canadian Society of Civil Engineering.