The 2009 AASHTO Transportation Glossary is an update and revision of the 1983 Transportation Glossary and the 1998 Transportation Glossary, which was unpublished. The largest additions in terminology were in bridge and drainage subjects. The new glossary also includes lists of organizational acronyms, abbreviations, and other glossary references. Terms and definitions in this glossary were taken from an unpublished 1998 AASHTO Glossary and supplemented with definitions listed in AASHTO publications issued after 1998. Several additional sources were also referenced, including the Highway Capacity Manual, Manual on Uniform Traffic Control Devices, Code of Federal Regulations - Title 23, an FHWA list of roundabout terminology, and the Transportation Research Thesaurus. Glossary terms are listed in alphabetical order regardless of transportation mode. However, the glossary also includes two indexes - Subject Area and Keyword - which provide cross references for the user.
Content:
• Front Matter
• Preface
• Table of Contents
Transportation Glossary
Subject Area Index
• Keyword Index (Page 155-184)
• Keyword Index (Page 185-213)
• Abbreviations, Symbols and General Acronyms
• Common Engineering Abbreviations
• References
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This 13th Edition of the AASHTO Provisional Standards contains a complete set of 41 provisional materials specifications and test methods. All Provisional Standards are approved for publication by the AASHTO Highway Subcommittee on Materials. Provisional Standards are standards which have been adopted by the Highway Subcommittee on Materials on a temporary basis for a maximum of eight years. A chronology of the year-to-year status of the Provisional Standards during the past eight years is included. At any time during the eight-year period, the Subcommittee can ballot to convert a Provisional Standard into a Full Standard. The Subcommittee, so far, has converted 58 Provisional Standards into Full Standards. These Standards are now regularly published in the AASHTO Standard Specifications for Transportation Materials and Methods of Sampling and Testing.
Content:
Front Matter
• Table of Contents
•Aggregates MP 16-07 - Reclaimed Concrete Aggregate for Use as Coarse Aggregate in Hydraulic Cement Concrete
TP 77-09 - Specific Gravity and Absorption of Aggregate by Volumetric Immersion Method
•Bituminous Materials MP 15-09 - Use of Reclaimed Asphalt Shingles as an Additive in Hot Mix Asphalt (HMA)
PP 53-09 - Design Considerations When Using Reclaimed Asphalt Shingles (RAS) in New Hot Mix Asphalt (HMA)
PP 60-09 - Preparation of Cylindrical Performance Test Specimens Using the Superpave Gyratory Compactor (SGC)
PP 61-09 - Developing Dynamic Modulus Master Curves for Hot Mix Asphalt (HMA) Using the Asphalt Mixture Performance Tester (AMPT)
PP 62-09 - Developing Dynamic Modulus Master Curves for Hot Mix Asphalt (HMA)
TP 62-07 - Determining Dynamic Modulus of Hot Mix Asphalt (HMA)
TP 63-09 - Determining Rutting Susceptibility of Hot Mix Asphalt (HMA) Using the Asphalt Pavement Analyzer (APA)
TP 68-04 - Density of In-Place Hot Mix Asphalt (HMA) Pavement by Electronic Surface Contact Devices
TP 70-09 - Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)
TP 71-09 - Evaluation of Superpave Gyratory Compactor (SGC) Internal Angle of Gyration Using Simulated Loading
TP 72-08 - Quantitative Determination of the Percentage of Lime in Hot Mix Asphalt (HMA)
TP 78-09 - Detecting the Presence of Phosphorous in Asphalt Binder
TP 79-09 - Determining the Dynamic Modulus and Flow Number for Hot Mix Asphalt (HMA) Using the Asphalt Mixture Performance Tester (AMPT)
•Box Culvert, Culvert Pipe, and Drain Tile PP 63-09 - Pipe Joint Selection for Highway Culvert and Storm Drains
•Concrete PP 54-06 - Match Curing of Concrete Test Specimens
PP 58-08 - Static Segregation of Hardened Self-Consolidating Concrete (SCC) Cylinders
TP 59-00 - Determining Air Content of Hardened Portland Cement Concrete by High-Pressure Air Meter
TP 64-03 - Predicting Chloride Penetration of Hydraulic Cement Concrete by the Rapid Migration Procedure
TP 73-09 - Slump Flow of Self-Consolidating Concrete (SCC)
TP 74-09 - Passing Ability of Self-Consolidating Concrete (SCC) by J-Ring
TP 75-08 - Air-Void Characteristics of Freshly Mixed Concrete by Buoyancy Change
TP 80-09 - Visual Stability Index (VSI) of Self-Consolidating Concrete (SCC)
•Metallic Materials and Coatings for Bridges MP 12-04 - Detectable Warning Surfaces
MP 13M/MP 13-04 - Stainless Clad Deformed and Plain Round Steel Bars for Concrete Reinforcement
MP 18M/MP 18-09 - Uncoated, Corrosion-Resistant, Deformed and Plain Alloy, Billet-Steel Bars for Concrete Reinforcement and Dowels
PP 45-07 - Qualification of Deformed and Plain Steel Bar Producing Mills
PP 55-06 - Overcoating Field Test Program for Evaluating Protective Coatings on Existing Bridges or Salvaged Beams
•Pavement Structures MP 11-08 - Inertial Profiler
MP 14-08 - Smoothness of Pavement in Weigh-in-Motion (WIM) Systems
MP 17-08 - Pavement Ride Quality When Measured Using Inertial Profiling Systems
PP 44-01 - Quantifying Cracks in Asphalt Pavement Surface
PP 49-08 - Certification of Inertial Profiling Systems
PP 50-07 - Operating Inertial Profilers and Evaluating Pavement Profiles
TP 76-09 - Measurement of Tire/Pavement Noise Using the On-Board Sound Intensity (OBSI) Method
•Quality Assurance PP 56-06 - Evaluating the Engineering and Environmental Suitability of Recycled Materials
PP 57-06 - Establishing Requirements for and Performing Equipment Calibrations, Standardizations, and Checks
•Soils MP 9-06 - Compost for Erosion/Sediment Control (Filter Berms and Filter Socks)
MP 10-03 - Compost for Erosion/Sediment Control (Compost Blankets)
PP 59-09 - Coal Combustion Fly Ash for Embankments
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The objective of the 2nd Edition of these guidelines is to improve the quality of the traffic information that supports decisions at all levels of the transportation profession. Traffic data programs are essential for State Departments of Transportation to accomplish their mission of ensuring safety and mobility to the traveling public. Traffic data supports capital investment programs and budgets, as well as effective design and maintenance programs. This document is a reference for professional traffic monitoring and establishes recommended national traffic monitoring practices that reflect current practice and advances made in the past several years. Since publication of the 1st Edition of the guidelines in 1992, many advances have been made in traffic monitoring procedures, and updated editions of the TMG were published in 1994 and 2001. The guidebook is intended for use by state and local transportation agencies, as well as others involved in traffic data programs.
Content:
Front Matter
• Table of Contents
1. Introduction
2. Traffic Data Collection Needs
3. Traffic Monitoring Equipment
4. Quality Assurance for Traffic Data
5. Summarizing Traffic Data
6. Reporting and Managing Traffic Data
7. Integrating Operations Data
Appendices
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The purpose of this manual is to describe the various procedures for subsurface investigation applicable to the transportation field. An outline of a sequence of operations for conducting an investigation is presented. Data obtained at each operational step should be interpreted and the findings applied to optimize each successive work step. These geotechnical data should be considered as influential or even critical in all planning, design and construction stages of the project.
Content:
Front Matter
• Preface
• Table of Contents
1. Introduction
2. Subsurface Data Requirements
3. Conduct of Investigations
4. Field Mapping
5. Geologic Constraints
6. Engineering Geophysics
7. Subsurface Exploration (Soil and Rock Sampling)
8. Hydrogeology
9. Laboratory Testing of Soil and Rock
10. Compilation and Presentation of Geotechnical Information
Appendices
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This manual is intended for those early in their career in roadway and bridge maintenance and will assist in understanding the various processes, methods, and materials that are applied to maintain bridge and highway systems effectively. This 2007 Edition is based on information gleaned from recent highway transportation literature on maintenance and from NCHRP SP20-07, Task 170, and includes a new chapter on Systems Operation and Management. (Supersedes the 1999 Edition of this title.)
Content:
• Front Matter
• Preface
• Table of Contents
1. Maintenance Management
2. Roadway Maintenance and Management
3. Bridge Maintenance and Management
4. Equipment Systems
5. Maintenance Research and Development
6. Tort Litigation
7. Systems Operation and Management
Index
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Earthquake Engineering: Proceedings of the Tenth World Conference on Earthquake Engineering, 19-24 July, 1992, Madrid, Spain
Author: Alberto Bernal | Size: 1 KB | Format:PDF | Quality:Unspecified | Publisher: January 1, 1992 by CRC Press | Year: 1992 | pages: 7000
The official proceedings of the 10th world conference on earthquake engineering in Madrid. Coverage includes damage in recent earthquakes, seismic risk and hazard, site effects, structural analysis and design, seismic codes and standards, urban planning, and expert system application.
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I I This book is intended to guide practicing structural engineers into more profitable routine designs with the AISC Load and Resistance Factor Design Specification (LRFD) for structural steel buildings. LRFD is a method of proportioning steel structures so that no applica ble limit state is exceeded when the structure is subjected to all appro priate factored load combinations. Strength limit states are related to safety, and concern maximum load carrying capacity, Serviceability limit states are related to performance under service load conditions such as deflections. The term "resistance" includes both strength states and serviceability limit states. LRFD is a new approach to the design of structural steel for buildings. It involves explicit consideration of limit states, multiple load factors and resistance factors, and implicit probabilistic determination of relia bility. The type of factoring used by LRFD differs from the allowable stress design of Chapters A through M of the 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design, where only the resistance is divided by a factor of safety to obtain an allowable stress, and from the plastic design provisions of Chapter N, where the loads are multi plied by a common load factor of 1.7 for gravity loads and 1.3 for gravity loads acting with wind or seismic loads. LRFD offers the structural engineer greater flexibility, rationality, and economy than the previous 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design.
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This volume strives to give complete information about the main aspect of the stability behaviour of steel structures and their members. In following this objective, the volume presents a complete scientific background (profiting from the fact that the authors of the individual parts of the publication have personally been very active in the corresponding field of research for an extended period of time now), but also establishes recommendations, procedures and formulae for practical design. The significance of the volume may be seen in its challenging current concepts of stability analysis, encouraging progress in the field and thereby establishing an advanced basis for more reliable and economical design.
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Article/eBook Full Name: Assessment of EC8 Provisions for Seismic Design Steel Structures
Author(s): Raffaele Landolfo
Edition: 1st
ISBN: 978-92-9147-112-6
Published By: ECCS
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