2007 ANNUAL INDEX Civil Engineering Database Subject Heading Index The Civil Engineering Database (CEDB) is New Algorithm for Calculating 3D Available Sight Auto-regressive moving-average model designed to provide free, easy bibliographic Distance — K. Ismail and T. Sayed; 133 (10), Bayesian Time-Series Model for Short-Term Traf- access to all ASCE publications. The database 572-81 (2007). fic Flow Forecasting Bidisha Ghosh, Biswajit covers ASCE documents published since 1970. It Alignment Basu, and Margaret O’ Mahony; 133 (3), 180-9 provides access to all the journals, conference Highway Alignment Optimization Incorporating (2007) proceedings, books, standards, manuals, Bridges and Tunnels — Eungcheol Kim, Manoj Axial compression magazines, and newspapers. The index terms K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 Axial Compression Capacity of Welded-Slip Pipe- below were assigned to papers published in this (2), 71-81 (2007). line Joints Stephanie Tsetseni and Spyros A. journal during 2007 from a CEDB subject How Modern Headlamp Performance Impacts Sag Karamanos; 133 (5), 335-40 (2007). heading list. The CEDB and subject heading list can be accessed on the Web at Vertical Curve Design — H. Gene Hawkins; 133 Axial loads http://cedb.asce.org/. (4), 223-31 (2007) Proposed Method to Determine the Flow Number Anisotropy in Bituminous Mixtures from Repeated Axial Effect of Gradation on Nonlinear Stress-Dependent Load Tests Adrian Ricardo Archilla, Luis G Accident prevention Behavior of a Sandy Flexible Pavement Diaz, and Samuel H. Carpenter; 133 (11), 610-7 Freeway Accident Likelihood Prediction Using a Subgrade Sung-Hee Kim, Erol Tutumluer, (2007) Panel Data Analysis Approach — Yi (Grace) Qi, Brian L. Smith, and Jianhua Guo; 133 (3), Dallas N. Little, and Nakseok Kim; 133 (10), Backfills 149-56 (2007). 582-9 (2007) Peaking Deflections of Flexible Pipe during Initial Artificial intelligence Backfilling Process Teruhisa Masada and Evaluation of Flexible Traffic Separators at G-EMME/2: Automatic Calibration Tool of the Shad M. Sargand; 133 (2), 105-11 (2007) Highway-Railroad Grade Crossings — Byungkon Ko, Scott S. Washburn, Kenneth G. EMME/2 Transit Assignment Using Genetic Barriers Courage, and H. Michael Dowell; 133 (7), Algorithms — Mily Parveen, Amer Shalaby, and Modeling and Simulation of Collisions of Heavy 397-405 (2007). Mohamed Wahba; 133 (10), 549-55 (2007) Trucks with Concrete Barriers Yoshito Itoh, Accidents Asphalt concrete Chunlu Liu, and Ryuichi Kusama; | 33 (8), 462-8 Modeling the Probability of Freeway Rear-End Dynamic Effects on Moisture Transport in Asphalt (2007) Crash Occurrence — Joon-Ki Kim, Yinhai Concrete M. Emin Kutay and Ahmet H. Bayesian analysis Wang, and Gudmundur F. Ulfarsson; 133 (1), Aydilek; 133 (7), 406-14 (2007) Bayesian Time-Series Model for Short-Term Traf- 11-9 (2007) Asphalt pavements fic Flow Forecasting — Bidisha Ghosh, Bis'~ajit Concerns about Methodology Used in Real-World Simplified Solution for Periodic Thermal Disconti- Basu, and Margaret O’Mahony; 133 (3), 180-9 Experiments on Transport and Transport Safety nuities in Asphalt Overlays Bonded to Rigid (2007) — T. P. Hutchinson; 133 (1), 30-8 (2007). Pavements — H. M. Yin, W. G. Buttlar, and G Benefit cost ratios H. Paulino; 133 (1), 39-46 (2007) Modeling Crossing Behavior and Accident Risk of Highway User Travel Time Evaluation — Ross B Pedestrians — George Yannis, John Golias, and Dynamic Prediction Model of As-Built Roughness Corotis: 133 ( iZ 163-9 (2007) Eleonora Papadimitriou; 133 (11), 634-44 in Asphaltic Concrete Pavement Construction Benefits (2007) Duk Gyoo Lee; 133 (2), 90-5 (2007) Willingness-to-Pay and Preference Heterogeneity Aggregates Effectiveness of Microsurfacing Treatments for Rural Bus Attributes C. V. Phanikumar Effects of Pressure and Aging in SATS Test — A. Samuel Labi, Geoffrey Lamptey, and Siew- and Bhargab Maitra (1), 62-9 (2007) C. Collop, Y. Choi, and G. D. Airey; 133 (11), Hwee Kong; 133 (5), 298-307 (2007) Bicycles 618-24 (2007). Influence of Various Material and Traffic Inputs on Rethinking Geometric Design Standards for Bike Aging Flexible Pavement Design Methods for Alabama Paths — Xudong Jia, Maggie O’ Mara, and Ming Effects of Pressure and Aging in SATS Test — A. Roadways Mary Stroup-Gardiner, Rod E Guan; 133 (9), 539-47 (2007) C. Collop, Y. Choi, and G. D. Airey; 133 (11), Turochy, and Alan Carter; 133 (8), 455-61 618-24 (2007). (2007). Blocks Airports Using a New Zealand Performance Specification to Interlock Mechanisn of Concrete Block Use of Nondestructive Test Deflection Data for Pre- Evaluate U.S. Chip Seal Performance Dou- Pavements Halil Murat Algin; 133 (5), 318-26 (2007) dicting Airport Pavement Performance — Kast- glas D. Gransberg; 133 (12), 688-95 (2007) hurirrangan Gopalakrishnan and Marshall R. Applicability of the International Roughness Index Bridges, highway Thompson; 133 (6), 389-95 (2007). as a Predictor of Asphalt Pavement Condition Highway Alignment Optimization Incorporating Alabama Kyungwon Park, Natacha E. Thomas, and K. Bridges and Tunnels — Eungcheol Kim, Manoj Influence of Various Material and Traffic Inputs on Wayne Lee; 133 (12), 706-9 (2007). K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 (2), 71-81 (2007 Flexible Pavement Design Methods for Alabama Asphalts Roadways — Mary Stroup-Gardiner, Rod E. Proposed Method to Determine the Flow Number Buckling Turochy, and Alan Carter; 133 (8), 455-61 in Bituminous Mixtures from Repeated Axial Axial Compression Capacity of Welded-Slip Pipe- (2007). Load Tests — Adrian Ricardo Archilla, Luis G line Joints Stephanie Tsetseni and Spyros A. Algorithms Diaz, and Samuel H. Carpenter; 133 (11), 610-7 Karamanos; 133 (5), 335-40 (2007) Highway Alignment Optimization Incorporating (2007). Buses Bridges and Tunnels — Eungcheol Kim, Manoj Effects of Pressure and Aging in SATS Test — A. Willingness-to-Pay and Preference Heterogeneity K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 C. Collop, Y. Choi, and G. D. Airey; 133 (11), for Rural Bus Attributes C. V. Phanikumar (2), 71-81 (2007). 618-24 (2007). and Bhargab Maitra; 133 (1), 62-9 (2007) 716 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 2007 ANNUAL INDEX Civil Engineering Database Subject Heading Index The Civil Engineering Database (CEDB) is New Algorithm for Calculating 3D Available Sight Auto-regressive moving-average model designed to provide free, easy bibliographic Distance — K. Ismail and T. Sayed; 133 (10), Bayesian Time-Series Model for Short-Term Traf- access to all ASCE publications. The database 572-81 (2007). fic Flow Forecasting Bidisha Ghosh, Biswajit covers ASCE documents published since 1970. It Alignment Basu, and Margaret O’ Mahony; 133 (3), 180-9 provides access to all the journals, conference Highway Alignment Optimization Incorporating (2007) proceedings, books, standards, manuals, Bridges and Tunnels — Eungcheol Kim, Manoj Axial compression magazines, and newspapers. The index terms K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 Axial Compression Capacity of Welded-Slip Pipe- below were assigned to papers published in this (2), 71-81 (2007). line Joints Stephanie Tsetseni and Spyros A. journal during 2007 from a CEDB subject How Modern Headlamp Performance Impacts Sag Karamanos; 133 (5), 335-40 (2007). heading list. The CEDB and subject heading list can be accessed on the Web at Vertical Curve Design — H. Gene Hawkins; 133 Axial loads http://cedb.asce.org/. (4), 223-31 (2007) Proposed Method to Determine the Flow Number Anisotropy in Bituminous Mixtures from Repeated Axial Effect of Gradation on Nonlinear Stress-Dependent Load Tests Adrian Ricardo Archilla, Luis G Accident prevention Behavior of a Sandy Flexible Pavement Diaz, and Samuel H. Carpenter; 133 (11), 610-7 Freeway Accident Likelihood Prediction Using a Subgrade Sung-Hee Kim, Erol Tutumluer, (2007) Panel Data Analysis Approach — Yi (Grace) Qi, Brian L. Smith, and Jianhua Guo; 133 (3), Dallas N. Little, and Nakseok Kim; 133 (10), Backfills 149-56 (2007). 582-9 (2007) Peaking Deflections of Flexible Pipe during Initial Artificial intelligence Backfilling Process Teruhisa Masada and Evaluation of Flexible Traffic Separators at G-EMME/2: Automatic Calibration Tool of the Shad M. Sargand; 133 (2), 105-11 (2007) Highway-Railroad Grade Crossings — Byungkon Ko, Scott S. Washburn, Kenneth G. EMME/2 Transit Assignment Using Genetic Barriers Courage, and H. Michael Dowell; 133 (7), Algorithms — Mily Parveen, Amer Shalaby, and Modeling and Simulation of Collisions of Heavy 397-405 (2007). Mohamed Wahba; 133 (10), 549-55 (2007) Trucks with Concrete Barriers Yoshito Itoh, Accidents Asphalt concrete Chunlu Liu, and Ryuichi Kusama; | 33 (8), 462-8 Modeling the Probability of Freeway Rear-End Dynamic Effects on Moisture Transport in Asphalt (2007) Crash Occurrence — Joon-Ki Kim, Yinhai Concrete M. Emin Kutay and Ahmet H. Bayesian analysis Wang, and Gudmundur F. Ulfarsson; 133 (1), Aydilek; 133 (7), 406-14 (2007) Bayesian Time-Series Model for Short-Term Traf- 11-9 (2007) Asphalt pavements fic Flow Forecasting — Bidisha Ghosh, Bis'~ajit Concerns about Methodology Used in Real-World Simplified Solution for Periodic Thermal Disconti- Basu, and Margaret O’Mahony; 133 (3), 180-9 Experiments on Transport and Transport Safety nuities in Asphalt Overlays Bonded to Rigid (2007) — T. P. Hutchinson; 133 (1), 30-8 (2007). Pavements — H. M. Yin, W. G. Buttlar, and G Benefit cost ratios H. Paulino; 133 (1), 39-46 (2007) Modeling Crossing Behavior and Accident Risk of Highway User Travel Time Evaluation — Ross B Pedestrians — George Yannis, John Golias, and Dynamic Prediction Model of As-Built Roughness Corotis: 133 ( iZ 163-9 (2007) Eleonora Papadimitriou; 133 (11), 634-44 in Asphaltic Concrete Pavement Construction Benefits (2007) Duk Gyoo Lee; 133 (2), 90-5 (2007) Willingness-to-Pay and Preference Heterogeneity Aggregates Effectiveness of Microsurfacing Treatments for Rural Bus Attributes C. V. Phanikumar Effects of Pressure and Aging in SATS Test — A. Samuel Labi, Geoffrey Lamptey, and Siew- and Bhargab Maitra (1), 62-9 (2007) C. Collop, Y. Choi, and G. D. Airey; 133 (11), Hwee Kong; 133 (5), 298-307 (2007) Bicycles 618-24 (2007). Influence of Various Material and Traffic Inputs on Rethinking Geometric Design Standards for Bike Aging Flexible Pavement Design Methods for Alabama Paths — Xudong Jia, Maggie O’ Mara, and Ming Effects of Pressure and Aging in SATS Test — A. Roadways Mary Stroup-Gardiner, Rod E Guan; 133 (9), 539-47 (2007) C. Collop, Y. Choi, and G. D. Airey; 133 (11), Turochy, and Alan Carter; 133 (8), 455-61 618-24 (2007). (2007). Blocks Airports Using a New Zealand Performance Specification to Interlock Mechanisn of Concrete Block Use of Nondestructive Test Deflection Data for Pre- Evaluate U.S. Chip Seal Performance Dou- Pavements Halil Murat Algin; 133 (5), 318-26 (2007) dicting Airport Pavement Performance — Kast- glas D. Gransberg; 133 (12), 688-95 (2007) hurirrangan Gopalakrishnan and Marshall R. Applicability of the International Roughness Index Bridges, highway Thompson; 133 (6), 389-95 (2007). as a Predictor of Asphalt Pavement Condition Highway Alignment Optimization Incorporating Alabama Kyungwon Park, Natacha E. Thomas, and K. Bridges and Tunnels — Eungcheol Kim, Manoj Influence of Various Material and Traffic Inputs on Wayne Lee; 133 (12), 706-9 (2007). K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 (2), 71-81 (2007 Flexible Pavement Design Methods for Alabama Asphalts Roadways — Mary Stroup-Gardiner, Rod E. Proposed Method to Determine the Flow Number Buckling Turochy, and Alan Carter; 133 (8), 455-61 in Bituminous Mixtures from Repeated Axial Axial Compression Capacity of Welded-Slip Pipe- (2007). Load Tests — Adrian Ricardo Archilla, Luis G line Joints Stephanie Tsetseni and Spyros A. Algorithms Diaz, and Samuel H. Carpenter; 133 (11), 610-7 Karamanos; 133 (5), 335-40 (2007) Highway Alignment Optimization Incorporating (2007). Buses Bridges and Tunnels — Eungcheol Kim, Manoj Effects of Pressure and Aging in SATS Test — A. Willingness-to-Pay and Preference Heterogeneity K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 C. Collop, Y. Choi, and G. D. Airey; 133 (11), for Rural Bus Attributes C. V. Phanikumar (2), 71-81 (2007). 618-24 (2007). and Bhargab Maitra; 133 (1), 62-9 (2007) 716 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 Operational Strategy for Advanced Vehicle Loca- Cone penetration tests New NAPTF Data — Moshe Livneh and tion System—Based Transit Signal Priority — New Look at DCP Test with a Link to AASHTO SN Michael Divinsky; 133 (1), 20-9 (2007). Hongchao Liu, Wei-Hua Lin, and Chin-woo Concept — B. K. Roy; 133 (4), 264-74 (2007) Dynamic Prediction Model of As-Built Roughness Tan; 133 (9), 513-22 (2007). Construction materials in Asphaltic Concrete Pavement Construction — Interactive Meshing for the Design and Optimiza- Influence of Various Material and Traffic Inputs on Duk Gyoo Lee; 133 (2), 90-5 (2007). tion of Bus Transportation Networks Jean- Flexible Pavement Design Methods for Alabama Freeway Accident Likelihood Prediction Using a Charles Créput and Abderrafiaa Koukam; 133 Roadways Mary Stroup-Gardiner, Rod E Panel Data Analysis Approach Yi (Grace) Qi, (9), 529-38 (2007). Turochy, and Alan Carter; 133 (8), 455-61 Brian L. Smith, and Jianhua Guo; 133 (3), Capacity (2007) 149-56 (2007). Applicability of Various Capacity Models for Contact pressure Statistical Analysis of In-Service Pavement Perfor- Single-Lane Roundabouts in Izmir, Turkey Interlock Mechanism of Concrete Block mance Data for LTPP SPS-1 and SPS-2 Serhan Tanyel, Tiirkay Baran, and Mustafa Pavements Halil Murat Algi 133 (5), Experiments Syed Wagar Haider, Karim Ozuysal; 133 (12), 647-53 (2007). 318-26 (2007) Chatti, Neeraj Buch, Richard W. Lyles, Aswani Collisions Cost analysis S. Pulipaka, and Dennis Gilliland; 133 (6), Modeling and Simulation of Collisions of Heavy Highway User Travel Time Evaluation — Ross B 378-88 (2007). Trucks with Concrete Barriers — Yoshito Itoh, Corotis; 133 (12), 663-9 (2007) Offline Offset Refiner for Coordinated Actuated Chunlu Liu, and Ryuichi Kusama; 133 (8), 462-8 Costs Signal Control Systems — Yafeng Yin, Meng Li, (2007) Optimization of User and Operator Cost for Large and Alexander Skabardonis; 133 (7), 423-32 Comparative studies Scale Transit Network Fang Zhao and (2007) Comparative Analysis of the Old MWHGL and the Xiaogang Zeng; 133 (4), 240-51 (2007) Databases New NAPTF Data Moshe Livneh and Personal Cost of Auto Travel in Kuwait Overview of the First Ten Years of the Minnesota Michael Divinsky; 133 (1), 20-9 (2007) Koushki; 133 (4), 275-80 (2007 Road Research Project Derek M. Tompkins, Compression strength Coverings Lev1 ), K5h9a9z-a6n0o9v ic(h2,0 07)a.n d David M. Johnson; 133 Subgrade Design Parameters from Samples Pre Effect of Gradation on Nonlinear Stress-Dependent pared with Different Compaction Methods — K. Behavior of a Sandy Flexible Pavement Deflection Lee, M. Prezzi, and N. Kim; 133 (2), 82-9 Subgrade Sung-Hee Kim, Erol Tutumluer, Peaking Deflections of Flexible Pipe during Initial (2007) Dallas N. Little, and Nakseok Kim; | Backfilling Process Teruhisa Masada and 582-9 (2007) Shad M. Sargand; 133 (2), 105-11 (2007). Computation Cracking Parameter Identification and Analysis of a Slab Pilot Study on Real-Time Calculation of Arrival Simplified Solution for Periodic Thermal Disconti Track System Using 3D ABAQUS Program — ype for Assessment of Arterial Performance nuities in Asphalt Overlays Bonded to Rigid Shao-Tang Yen and Ying-Haur Lee; 133 (5), Edward J. Smaglik, Darcy M. Bullock, and Anuj Pavements H. M. Yin, W. G. Buttl 288-97 (2007) Sharma; 133 (7), 415-22 (2007) H. Paulino: 133 (1), 39-46 (2007 Use of Nondestructive Test Deflection Data for Pre- Interactive Meshing for the Design and Optimiza- Evaluation of Optimum Rubblized De dicting Airport Pavement Performance — Kast- tion of Bus Transportation Networks Jean- vent Reflection Cracks Seung Wor hurirrangan Gopalakrishnan and Marshall R. Charles Créput and Abderrafiaaé Koukam; 133 (9), 529-38 (2007). Min Bae, Seung Hwan Han, and Thompson; 133 (6), 389-95 (2007) Stoffels: 133 (6). 355-61 (2007 Deformation Computational fluid dynamics technique Creep Proposed Method to Determine the Flow Number Wet-Pavement Hydroplaning Risk and Skid Resis- Subgrade Design Parameters from Samples Pre in Bituminous Mixtures from Repeated Axial tance: Modeling — G. P. Ong and T. F. Fwa; 133 pared with Different Compaction Methods — K Load Tests Adrian Ricardo Archilla, Luis G. 10), 590-8 (2007) Lee, M. Prezzi, and N. Kim; 133 (2), 82-9 Diaz, and Samuel H. Carpenter; 133 (11), 610-7 Computer software (2007) 2007) Drainage Evaluation at the U.S. 50 Joint Sealant Curvature Deterioration Experiment Allen R. Long and Anastasios M. Speed Changes in the Vicinity of Horizontal Curves Development of Linear Mixed Effects Models for loannides; 133 (8), 480-9 (2007) on Two-Lane Rural Roads Predicting Individual Pavement Conditions Concrete Figueroa Medina and Andrew P. Jianxiong Yu, Eddie Y. J. Chou, and Zairen Luo; Modeling and Simulation of Collisions of Heavy 215-22 (2007) 133 (6). 347-54 (2007) Trucks with Concrete Barriers Yoshito Itoh, How Modern Headlamp Performance Impacts Sag Deterioration Analysis of Flexible Pavements Chunlu Liu, and Ryuichi Kusama; 133 (8), 462-8 Vertical Curve Design — H. Gene Hawkins; 133 under Overweight Vehicles — J. M. Sadeghi and (2007) (4), 223-31 (2007) M. Fathali; 133 (11), 625-33 (2007). Concrete blocks New Algorithm for Calculating 3D Available Sight Developing country Interlock Mechanism of Concrete Block Distance K. Ismail and T. Sayed; 133 (10 Willingness-to-Pay and Preference Heterogeneity Pavements Halil Murat Algin; 133 (5), 572-81 (2007) for Rural Bus Attributes C. V. Phanikumar 318-26 (2007) Damage and Bhargab Maitra; 133 (1), 62-9 (2007). Concrete pavements Evaluation of Damage Potential for Pavements due Diffraction Evaluation of Optimum Rubblized Depth to Pre- to Overweight Truck Traffic Jeongho Oh, I Improving Traffic-Noise Model Insertion Loss Ac- vent Reflection Cracks Seung Woo Lee, Jae G. Fernando, and R. L. Lytton; 133 (5), 308-17 curacy Based on Diffraction and Reflection Min Bae, Seung Hwan Han, and Shelley M (2007) Theories — Ning Shu, Louis F. Cohn, Roswell Stoffels; 133 (6), 355-61 (2007) Deterioration Analysis of Flexible Pavements \. Harris, and Teak K. Kim; 133 (5), 281-7 Drainage Evaluation at the U.S. 50 Joint Sealant under Overweight Vehicles — J. M. Sade ghi and (2007) Experiment Allen R. Long and Anastasios M M. Fathali; 133 (11), 625-33 (2007 Dimensional analysis loannides; 133 (8), 480-9 (2007). Data analysis Parameter Identification and Analysis of a Slab Structural Response of Concrete Pavements under Modeling the Probability of Freeway Rear-End Track System Using 3D ABAQUS Program — Moving Truck Loads — Mostafa Yousefi Dar- Crash Occurrence Joon-Ki Kim, Yinhai Shao-Tang Yen and Ying-Haur Lee; 133 (5), estani, David P. Thambiratnam, Andreas Nataat- Wang, and Gudmundur F. Ulfarsson; 133 (1) 288-97 (2007). madja, and Daksh Baweja; 133 (12), 670-6 11-9 (2007) Disaster relief (2007) Comparative Analysis of the Old MWHGL and the Analysis and Modeling of Simultaneous and JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 / 717 Staged Emergency Evacuations — Steven I. Equilibrium (2007). Chien and Vivek V. Korikanthimath; 133 (3), Differences among Route Flow Solutions for the New Look at DCP Test with a Link to AASHTO SN 190-7 (2007). User-Equilibrium Traffic Assignment Problem Concept — B. K. Roy; 133 (4), 264-74 (2007). Drainage — Hillel Bar-Gera and Amos Luzon; 133 (4), Influence of Various Material and Traffic Inputs on Drainage Evaluation at the U.S. 50 Joint Sealant 232-9 (2007). Flexible Pavement Design Methods for Alabama Experiment — Allen R. Long and Anastasios M. Errors Roadways — Mary Stroup-Gardiner, Rod E. loannides; 133 (8), 480-9 (2007). Effect of Weigh-in-Motion System Measurement Turochy, and Alan Carter; 133 (8), 455-61 Drive behavior Errors on Load-Pavement Impact Estimation — (2007). Jorge A. Prozzi and Feng Hong; 133 (1), 1-10 Impact of Left-Turn Phasing on Older and Younger Resilient Modulus Prediction Models Based on (2007). Drivers at High-Speed Signalized Intersections Analysis of LTPP Data for Subgrade Soils and — Kim Mueller, Shauna L. Hallmark, Huaiqing Estimation Experimental Verification — Ramesh B. Malla Wu, and Michael Pawlovich; 133 (10), 556-63 Field Evaluation of Roundabout Turning Move- and Shraddha Joshi; 133 (9), 491-504 (2007). (2007). ment Estimation Procedures — Michael P. Deterioration Analysis of Flexible Pavements Dixon, Ahmed Abdel-Rahim, Michael Kyte, Driver behavior under Overweight Vehicles — J. M. Sadeghi and Phil Rust, Howard Cooley, and Lee Rodegerdts; Modeling the Probability of Freeway Rear-End M. Fathali; 133 (11), 625-33 (2007). 133 (2), 138-46 (2007). Crash Occurrence Joon-Ki Kim, Yinhai Flexible pipes Wang, and Gudmundur F. Ulfarsson; 133 (1), Evacuation Peaking Deflections of Flexible Pipe during Initial 11-9 (2007). Analysis and Modeling of Simultaneous and Backfilling Process Teruhisa Masada and Staged Emergency Evacuations — Steven | Dynamic model Shad M. Sargand; 133 (2), 105-11 (2007). Chien and Vivek V. Korikanthimath; 133 (3), Structural Response of Concrete Pavements under 190-7 (2007). Fluid-structure interaction Moving Truck Loads — Mostafa Yousefi Dar- Wet-Pavement Hydroplaning Risk and Skid Resis- Evaluation estani, David P. Thambiratnam, Andreas Nataat- tance: Modeling — G. P. Ong and T. F. Fwa; 133 Concerns about Methodology Used in Real-World madja, and Daksh Baweja; 133 (12), 670-6 (10), 590-8 (2007) Experiments on Transport and Transport Safety (2007). — T. P. Hutchinson; 133 (1), 30-8 (2007). Forecasting Dynamic response Bayesian Time-Series Model for Short-Term Traf- Reducing Treatment Selection Bias for Estimating Structural Response of Concrete Pavements under fic Flow Forecasting — Bidisha Ghosh, Biswajit Treatment Effects Using Propensity Score Moving Truck Loads — Mostafa Yousefi Dar- Basu, and Margaret O’ Mahony; 133 (3), 180-9 Method — Peter Young-Jin Park and Frank estani, David P. Thambiratnam, Andreas Nataat- (2007). Fedel Saccomanno; 133 (2), 112-8 (2007). madja, and Daksh Baweja; 133 (12), 670-6 Differences among Route Flow Solutions for the (2007). Field Evaluation of Roundabout Turning Move- User-Equilibrium Traffic Assignment Problem ment Estimation Procedures — Michael P. Dynamic structural analysis Dixon, Ahmed Abdel-Rahim, Michael Kyte, — Hillel Bar-Gera and Amos Luzon; 133 (4), Structural Response of Concrete Pavements under Phil Rust, Howard Cooley, and Lee Rodegerdts; 232-9 (2007) Moving Truck Loads — Mostafa Yousefi Dar- 133 (2), 138-46 (2007). Fracture mechanics estani, David P. Thambiratnam, Andreas Nataat- Drainage Evaluation at the U.S. 50 Joint Sealant Simplified Solution for Periodic Thermal Disconti- madja, and Daksh Baweja; 133 (12), 670-6 Experiment — Allen R. Long and Anastasios M nuities in Asphalt Overlays Bonded to Rigid (2007). loannides; 133 (8), 480-9 (2007). Pavements — H. M. Yin, W. G. Buttlar, and G. Dynamic tests H. Paulino; 133 (1), 39-46 (2007). Field tests Structural Response of Concrete Pavements under Structural Response of Concrete Pavements under Friction Moving Truck Loads — Mostafa Yousefi Dar- Moving Truck Loads — Mostafa Yousefi Dar- Mean Profile Depth of Pavement Surface Macro- estani, David P. Thambiratnam, Andreas Nataat- estani, David P. Thambiratnam, Andreas Nataat- texture Using Photometric Stereo Techniques — madja, and Daksh Baweja; 133 (12), 670-6 madja, and Daksh Baweja; 133 (12), 670-6 Amin El Gendy and Ahmed Shalaby; 133 (7), (2007). (2007). 433-40 (2007) Dynamics Finite element method Fuel consumption Dynamic Effects on Moisture Transport in Asphalt Parameter Identification and Analysis of a Slab Estimating the Effects of Traffic Congestion on Concrete — M. Emin Kutay and Ahmet H. Track System Using 3D ABAQUS Program — Fuel Consumption and Vehicle Emissions Based Aydilek; 133 (7), 406-14 (2007). Shao-Tang Yen and Ying-Haur Lee; 133 (5), on Acceleration Noise — I. D. Greenwood, R. C. Effective width 288-97 (2007). M. Dunn, and R. R. Raine; 133 (2), 96-104 Estimation of the Safety Effectiveness of Lane and Modeling and Simulation of Collisions of Heavy (2007). Shoulder Width: Case-Control Approach — Trucks with Concrete Barriers — Yoshito Itoh, Full-scale tests Frank Gross and Paul P. Jovanis; 133 (6), 362-9 Chunlu Liu, and Ryuichi Kusama; 133 (8), 462-8 Use of Nondestructive Test Deflection Data for Pre- (2007) (2007). dicting Airport Pavement Performance — Kast- Emergency services Structural Response of Concrete Pavements under hurirrangan Gopalakrishnan and Marshall R Analysis and Modeling of Simultaneous and Moving Truck Loads — Mostafa Yousefi Dar- Thompson; 133 (6), 389-95 (2007). Staged Emergency Evacuations — Steven I. estani, David P. Thambiratnam, Andreas Nataat- Geographic information systems Chien and Vivek V. Korikanthimath; 133 (3), madja, and Daksh Baweja; 133 (12), 670-6 Highway Alignment Optimization Incorporating 190-7 (2007). (2007). Bridges and Tunnels — Eungcheol Kim, Manoj Emissions Finite elements K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 Estimating the Effects of Traffic Congestion on Axial Compression Capacity of Welded-Slip Pipe- (2), 71-81 (2007) Fuel Consumption and Vehicle Emissions Based line Joints — Stephanie Tsetseni and Spyros A. Geometry on Acceleration Noise — I. D. Greenwood, R. C. Karamanos; 133 (5), 335-40 (2007). Estimation of the Safety Effectiveness of Lane and M. Dunn, and R. R. Raine; 133 (2), 96-104 Wet-Pavement Hydroplaning Risk and Skid Resis- Shoulder Width: Case-Control Approach — (2007). tance: Modeling — G. P. Ong and T. F. Fwa; 133 Frank Gross and Paul P. Jovanis; 133 (6), 362-9 Environmental issues (10), 590-8 (2007). (2007) Environmental Effects on the Predicted Service Flexible pavements Rethinking Geometric Design Standards for Bike Life of Flexible Pavements — Gang Zuo, Eric Environmental Effects on the Predicted Service Paths — Xudong Jia, Maggie O’ Mara, and Ming C. Drumm, and Roger W. Meier; 133 (1), 47-56 Life of Flexible Pavements — Gang Zuo, Eric Guan; 133 (9), 539-47 (2007). (2007). C. Drumm, and Roger W. Meier; 133 (1), 47-56 Lateral Vision Angles in Roadway Geometric 718 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 Design Alfredo Garcia and Enrique — Avery Rhodes, Kristofer Jennings, and Darcy Life cycles Belda-Esplugues; 133 (12), 654-62 (2007). M. Bullock; 133 (9), 505-12 (2007) Highway User Travel Time Evaluation — Ross B. Granular materials Interfaces Corotis; 133 (12), 663-9 (2007). New Look at DCP Test with a Link to AASHTO SN Interlock Mechanism of Concrete Block Light, artificial Concept — B. K. Roy; 133 (4), 264-74 (2007). Pavements Halil Murat Algin; 133 (5), How Modern Headlamp Performance Impacts Sag Highway construction 318-26 (2007). Vertical Curve Design — H. Gene Hawkins; 133 Artificial Neural Network Speed Profile Model for Intersections (4), 223-31 (2007). Construction Work Zones on High-Speed Field Evaluation of Roundabout Turning Move Load distribution Highways Douglas R. Taylor, Saravanan ment Estimation Procedures Michael P. Axle Load Distribution for Mechanistic-Empirical Muthiah, Bohdan T. Kulakowski, Kevin M. Ma Dixon, Ahmed Abdel-Rahim, Michael Kyte, Pavement Design Yuhong Wang, Donn E. honey, and Richard J. Porter; 133 (3), 198-204 Phil Rust, Howard Cooley, and Lee Rodegerdts; Hancher, and Kamyar Mahboub; 133 (8), 469-79 (2007). 133 (2), 138-46 (2007). (2007). Highway design Ordered Probit Modeling of User Perceptions of Relating AA xle Load Spectra to Truck Gross Vehicle Speed Changes in the Vicinity of Horizontal Curves Protected Left-Turn Signals Lin Zhang Weights and Volumes Syed Wagar Haider and on Two-Lane Rural Roads Alberto M Adrian Ricardo Archilla, and Panos D Ronald S. Harichandran; 133 (12), 696-705 Figueroa Medina and Andrew P. Tarko; 133 (4), Prevedouros; 133 (3), 205-14 (2007 (2007) 215-22 (2007) Improved Transition Preemption Strategy for Sig Loads New Algorithm for Calculating 3D Available Sight nalized Intersections near At-Grade Railway Effect of Weigh-in-Motion System Measurement Distance K. Ismail and T. Sayed; 133 (10), Grade Crossing Hanseon Cho and Laurence Errors on Load-Pavement Impact Estimation — 572-81 (2007) R. Rilett; 133 (8), 443-54 (2007 Jorge A. Prozzi and Feng Hong; 133 (1), 1-10 Highway maintenance Safety Treatments at Isolated High-Speed Signal (2007). Effectiveness of Microsurfacing Treatments ized Intersections: Synthesis — Steven L. Jones Nonstationary Dynamic Pavement Loads Gener- Samuel Labi, Geoffrey Lamptey, and Siew- and Virginia P. Sisiopiku; 133 (9), 523-8 (2007 ated by Vehicles Traveling at Varying Speed Hwee Kong; 133 (5), 298-307 (2007) Impact of Left-Turn Phasing on Older and Younger Lu Sun and Feiquan Luo; 133 (4), 252-63 Highway management Drivers at High-Speed Signalized Intersections 2007) Estimating the Effects of Traffic Congestion on Kim Mueller, Shauna L. Hallmark, Huaiging Measurement Fuel Consumption and Vehicle Emissions Based Wu, and Michael Pawlovich; 133 (10), 556-63 Effect of Weigh-in-Motion System Measurement on Acceleration Noise — I. D. Greenwood, R. C (2007) Errors on Load-Pavement Impact Estimation — M. Dunn, and R. R. Raine; 133 (2), 96-104 Effectiveness of Blank-Out Overhead Jorge A. Prozzi and Feng Hong; 133 (1), 1-10 (2007). Advance Warning Signals at His (2007) Passing Opportunities at Slow-Vehicle Bays ized Intersections Grant G rediction of Road Marking Performance — Sven- Glen Koorey; 133 (2), 129-37 (2007) Peterson, Dennis L. Eggett, an Olof Lundkvist and Ulf Isacsson; 133 (6), 341-6 Using a New Zealand Performance Specification to Giles: 133 (10), 564-71 (2007) 2007 Evaluate U.S. Chip Seal Performance Dou- Applicability of Various Capacity Models Mean Profile Depth of Pavement Surface Macro- glas D. Gransberg; 133 (12), 688-95 (2007) Single-Lane Roundabouts in Izmir, Turkey texture Using Photometric Stereo Techniques Highway safety Serhan Tanyel, Tirkay Baran Mustafa Amin El Gendy and Ahmed Shalaby; 133 (7), Modeling the Probability of Freeway Rear-End Ozuysal; 133 (12), 647-53 (200 433-40) (2007) Crash Occurrence Joon-Ki Kim, Yinhai Lateral Vision Angles in Roadway Geometric Mechanics Wang, and Gudmundur F. Ulfarsson; 133 (1), Design Alfredo Garcia o1eer iockee Mechanism _ of Concrete Blovk 11-9 (2007) Belda-Esplugues; 133 ( Pavements Halil Murat Algin; 133 (5), Estimation of the Safety Effectiveness of Lane and Joints 318-26 (2007) Shoulder Width: Case-Control Approach Axial Compression Capacity of Welded-Slip Pipe Methodology Frank Gross and Paul P. Jovanis; 133 (6), 362-9 line Joints Stephanie Tsetseni and Spyros A Concerns about Methodology Used in Real-World (2007) Karamanos; 133 ( 5) 35-40 (2007 Experiments on Transport and Transport Safety Highways Kuwait T. P. Hutchinson; 133 (1), 30-8 (2007). Freeway Accident Likelihood Prediction Using a Personal Cost of Auto Travel in Kuy Minnesota Panel Data Analysis Approach Yi (Grace) Qi, Koushki; 133 (4), 275-80 (2007 Overview of the First Ten Years of the Minnesota Brian L. Smith, and Jianhua Guo; 133 (3), Laboratory tests Road Research Project Derek M. Tompkins, 149-56 (2007). Proposed Method to Determine the Flow Number Lev Khazanovich, and David M. Johnson; 133 Highway User Travel Time Evaluation Ross B in Bituminous Mixtures from Repeated Axial 11), 599-609 (2007) Corotis: 133 (12). 663-9 (2007) Load Tests Adrian Ricardo Archilla, Luis G Mixtures Hydraulic conductivity Diaz, and Samuel H. Carpenter; 133 (11), 610-7 Proposed Method to Determine the Flow Number Dynamic Effects on Moisture Transport in Asphalt (2007) in Bituminous Mixtures from Repeated Axial Concrete M. Emin Kutay and Ahmet H Left-turns Load Tests Adrian Ricardo Archilla, Luis G. Aydilek; 133 (7), 406-14 (2007) Ordered Probit Modeling of User Perceptions of Diaz, and Samuel H. Carpenter; 133 (11), 610-7 (2007) Imaging techniques Protected Left-Turn Signals Lin Zhang, Mean Profile Depth of Pavement Surface Macro- Adrian Ricardo Archilla, and Panos D Model verification texture Using Photometric Stereo Techniques Prevedouros; 133 (3), 205-14 (2007 Resilient Modulus Prediction Models Based on Amin El Gendy and Ahmed Shalaby; 133 (7), Operational Effects of U-Turns as Alternatives to Analysis of LTPP Data for Subgrade Soils and 433-40 (2007). Direct Left-Turns Pan Liu, Jian John Lu, Hua Experimental Verification — Ramesh B. Malla Intelligent transportation systems guo Zhou, and Gary Sokolow; 133 (5), 327-34 and Shraddha Joshi; 133 (9), 491-504 (2007). Investigation of the Performance of Wireless Loca- (2007) Models tion Technology-Based Traffic Monitoring Impact of Left-Turn Phasing on Older and Younger Willingness-to-Pay and Preference Heterogeneity Systems Michael D. Fontaine and Brian | Drivers at High-Speed Signalized Intersections for Rural Bus Attributes C. V. Phanikumar Smith; 133 (3), 157-65 (2007). Kim Mueller, Shauna L. Hallmark, Huaiging and Bhargab Maitra; 133 (1), 62-9 (2007). Consistency of Video Detection Activation and De- Wu, and Michael Pawlovich; 133 (10), 556-63 Dynamic Prediction Model of As-Built Roughness activation Times between Day and Night Periods (2007) in Asphaltic Concrete Pavement Construction — JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 / 719 Duk Gyoo Lee; 133 (2), 90-5 (2007). Optimization models Pavements Artificial Neural Network Speed Profile Model for Offline Offset Refiner for Coordinated Actuated Effect of Weigh-in-Motion System Measurement Construction Work Zones on High-Speed Signal Control Systems — Yafeng Yin, Meng Li, Errors on Load-Pavement Impact Estimation — Highways — Douglas R. Taylor, Saravanan and Alexander Skabardonis; 133 (7), 423-32 Jorge A. Prozzi and Feng Hong; 133 (1), 1-10 Muthiah, Bohdan T. Kulakowski, Kevin M. Ma- (2007). (2007). honey, and Richard J. Porter; 133 (3), 198-204 Parameters Nonstationary Dynamic Pavement Loads Gener- (2007). Subgrade Design Parameters from Samples Pre- ated by Vehicles Traveling at Varying Speed — Lu Sun and Feiquan Luo; 133 (4), 252-63 Moisture pared with Different Compaction Methods — K. (2007) Dynamic Effects on Moisture Transport in Asphalt Lee, M. Prezzi, and N. Kim; 133 (2), 82-9 Concrete — M. Emin Kutay and Ahmet H. (2007). Parameter Identification and Analysis of a Slab Aydilek; 133 (7), 406-14 (2007). Bayesian Degradation Modeling in Accelerated Track System Using 3D ABAQUS Program — Shao-Tang Yen and Ying-Haur Lee; 133 (5), Effects of Pressure and Aging in SATS Test — A. Pavement Testing with Estimated Transforma- 288-97 (2007) C. Collop, Y. Choi, and G. D. Airey; 133 (11), tion Parameter for the Response — Arzu Onar, 618-24 (2007). Fridtjof Thomas, Bouzid Choubane, and Tom Evaluation of Damage Potential for Pavements due Byron; 133 (12), 677-87 (2007). to Overweight Truck Traffic — Jeongho Oh, E. Monitoring G. Fernando, and R. L. Lytton; 133 (5), 308-17 Investigation of the Performance of Wireless Loca- Particle size (2007) tion Technology-Based Traffic Monitoring Effect of Gradation on Nonlinear Stress-Dependent Interlock Mechanism of Concrete Block Systems — Michael D. Fontaine and Brian L. Behavior of a Sandy Flexible Pavement Pavements Halil Murat Algin; 133 (5), Smith; 133 (3), 157-65 (2007). Subgrade — Sung-Hee Kim, Erol Tutumluer, 318-26 (2007) Neural networks Dallas N. Little, and Nakseok Kim; 133 (10), Statistical Analysis of In-Service Pavement Perfor- Artificial Neural Network Speed Profile Model for 582-9 (2007). mance Data for LTPP SPS-1l and SPS-2 Construction Work Zones on High-Speed Pavement design Experiments Syed Wagar Haider, Karim Highways — Douglas R. Taylor, Saravanan Comparative Analysis of the Old MWHGL and the Chatti, Neeraj Buch, Richard W. Lyles, Aswani Muthiah, Bohdan T. Kulakowski, Kevin M. Ma- New NAPTF Data — Moshe Livneh and S. Pulipaka, and Dennis Gilliland; 133 (6), honey, and Richard J. Porter; 133 (3), 198-204 Michael Divinsky; 133 (1), 20-9 (2007). 378-88 (2007) (2007) New Look at DCP Test with a Link to AASHTO SN Use of Nondestructive Test Deflection Data for Pre- Interactive Meshing for the Design and Optimiza- Concept — B. K. Roy; 133 (4), 264-74 (2007) dicting Airport Pavement Performance — Kast- tion of Bus Transportation Networks — Jean- Influence of Various Material and Traffic Inputs on hurirrangan Gopalakrishnan and Marshall R. Charles Créput and Abderrafiaa Koukam; 133 Flexible Pavement Design Methods for Alabama Thompson; 133 (6), 389-95 (2007) (9), 529-38 (2007). Roadways Mary Stroup-Gardiner, Rod E Effect of Gradation on Nonlinear Stress-Dependent New Zealand Turochy, and Alan Carter; 133 (8), 455-61 Behavior of a Sandy Flexible Pavement Passing Opportunities at Slow-Vehicle Bays — (2007). Subgrade Sung-Hee Kim, Erol Tutumluer, Glen Koorey; 133 (2), 129-37 (2007). Axle Load Distribution for Mechanistic—Empirical Dallas N. Little, and Nakseok Kim; 133 (10), Using a New Zealand Performance Specification to Pavement Design — Yuhong Wang, Donn E. 582-9 (2007) Evaluate U.S. Chip Seal Performance Dou- Hancher, and Kamyar Mahboub; 133 (8), 469-79 Wet-Pavement Hydroplaning Risk and Skid Resis- glas D. Gransberg; 133 (12), 688-95 (2007). (2007) tance: Modeling — G. P. Ong and T. F. Fwa; 133 Noise Bayesian Degradation Modeling in Accelerated (10). 590-8 (2007) Estimating the Effects of Traffic Congestion on Pavement Testing with Estimated Transforma- Pedestrians Fuel Consumption and Vehicle Emissions Based tion Parameter for the Response Arzu Onar, Modeling Crossing Behavior and Accident Risk of on Acceleration Noise — I. D. Greenwood, R. C. Fridtjof Thomas, Bouzid Choubane, and Tom Pedestrians — George Yannis, John Golias, and M. Dunn, and R. R. Raine; 133 (2), 96-104 Byron; 133 (12), 677-87 (2007). Eleonora Papadimitriou; 133 (11), 634-44 (2007). (2007) Pavement management Noise control Estimating the Effects of Traffic Congestion on Performance characteristics Improving Traffic-Noise Model Insertion Loss Ac- Fuel Consumption and Vehicle Emissions Based Dynamic Prediction Model of As-Built Roughness curacy Based on Diffraction and Reflection on Acceleration Noise — I. D. Greenwood, R. C. in Asphaltic Concrete Pavement Construction Theories — Ning Shu, Louis F. Cohn, Roswell M. Dunn, and R. R. Raine; 133 (2), 96-104 Duk Gyoo Lee; 133 (2), 90-5 (2007) A. Harris, and Teak K. Kim; 133 (5), 281-7 (2007). Peaking Defiections of Flexible Pipe during Initial (2007). Effectiveness of Microsurfacing Treatments Backfilling Process Teruhisa Masada and Nondestructive tests Samuel Labi, Geoffrey Lamptey, and Siew- Shad M. Sargand; 133 (2), 105-11 (2007). Use of Nondestructive Test Deflection Data for Pre- Hwee Kong; 133 (5), 298-307 (2007). Statistical Analysis of In-Service Pavement Perfor- dicting Airport Pavement Performance — Kast- Development of Linear Mixed Effects Models for mance Data for LTPP SPS-1 and SPS-2 hurirrangan Gopalakrishnan and Marshall R. Predicting Individual Pavement Conditions Experiments Syed Wagar Haider, Karim Thompson; 133 (6), 389-95 (2007). Jianxiong Yu, Eddie Y. J. Chou, and Zairen Luo; Chatti, Neeraj Buch, Richard W. Lyles, Aswani Numerical analysis 133 (6), 347-54 (2007). S. Pulipaka, and Dennis Gilliland; 133 (6), Modeling and Simulation of Collisions of Heavy Mean Profile Depth of Pavement Surface Macro- 378-88 (2007) Trucks with Concrete Barriers — Yoshito Itoh, texture Using Photometric Stereo Techniques - Use of Nondestructive Test Deflection Data for Pre- Chunlu Liu, and Ryuichi Kusama; 133 (8), 462-8 Amin El Gendy and Ahmed Shalaby; 133 (7), dicting Airport Pavement Performance — Kast- (2007). 433-40 (2007). hurirrangan Gopalakrishnan and Marshall R Thompson; 133 (6), 389-95 (2007) Operation Overview of the First Ten Years of the Minnesota Optimization of User and Operator Cost for Large- Road Research Project — Derek M. Tompkins, Pipe design Scale Transit Network — Fang Zhao and Lev Khazanovich, and David M. Johnson; 133 Unified Approach to Thrust Restraint Design — Jey Xiaogang Zeng; 133 (4), 240-51 (2007). (11), 599-609 (2007). K. Jeyapalan and Sri K. Rajah; 133 (1), 57-61 (2007) Optimization Pavement markings Optimization of User and Operator Cost for Large- Prediction of Road Marking Performance — Sven- Pipelines Scale Transit Network — Fang Zhao and Olof Lundkvist and Ulf Isacsson; 133 (6), 341-6 Unified Approach to Thrust Restraint Design — Jey Xiaogang Zeng; 133 (4), 240-51 (2007). (2007). K. Jeyapalan and Sri K. Rajah; 133 (1), 57-61 720 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 (2007) ized Intersections Grant G. Schultz, Ryan Risk Axial Compression Capacity of Welded-Slip Pipe- Peterson, Dennis | Eggett, and Bradley C Assessing the Risk in the Design of Passing Sight line Joints — Stephanie Tsetseni and Spyros A. Giles; 133 (10), 564-71 (2007) Distances John El Khoury and Antoine G. Karamanos; 133 (5), 335-40 (2007). Railroad grade crossings Hobeika; 133 (6), 370-7 (2007). Pore pressure Reducing Treatment Selection Bias for Estimating Wet-Pavement Hydroplaning Risk and Skid Resis- Dynamic Effects on Moisture Transport in Asphalt Treatment Effects Using Propensity Score tance: Modeling — G. P. Ong and T. F. Fwa; 133 Concrete M. Emin Kutay and Ahmet H Method Peter Young-Jin Park and Frank 10), 590-8 (2007) Aydilek; 133 (7), 406-14 (2007) Fedel Saccomanno; ,1;3 3 >) (2), 111192 -8 (2007) Risk management Predictions Evaluation of Flexible Traffic Separators Modeling the Probability of Freeway Rear-End Environmental Effects on the Predicted Service Highway-Railroad Grade Crossings Crash Occurrence Joon-Ki Kim, Yinhai Life of Flexible Pavements Gang Zuo, Eric Byungkon Ko, Scott S. Washburn, Kenneth G Wang, and Gudmundur F. Ulfarsson; 133 (1), C. Drumm, and Roger W. Meier; 133 (1), 47-56 Courage, and H. Michael Dowell; 133 (7), 11-9 (2007) (2007) 397-405 (2007) Modeling Crossing Behavior and Accident Risk of Dynamic Prediction Model of As-Built Roughness Improved Transition Preemption Strategy for Sig- Pedestrians — George Yannis, John Golias, and in Asphaltic Concrete Pavement Construction nalized Intersections near At-Grade Railway Eleonora Papadimitriou; 133 (11), 634-44 Duk Gyoo Lee; 133 (2), 90-5 (2007). Grade Crossing Hanseon Cho and Laurence (2007) R. Rilett; 133 (8), 443-54 (2007) Bayesian Time-Series Model for Short-Term Traf- Road design fic Flow Forecasting — Bidisha Ghosh, Biswajit Reflection How Modern Headlamp Performance Impacts Sag Basu, and Margaret O’ Mahony; 133 (3), 180-9 Improving Traffic-Noise Model Insertion Loss Ac Vertical Curve Design — H. Gene Hawkins; 133 (2007) curacy Based on Diffraction 223-31 (2007) Prediction of Road Marking Performance — Sven- Theories Ning Shu, Louis F. Coh Road surface Olof Lundkvist and Ulf Isacsson; 133 (6), 341-6 \. Harris, and Teak K. Kim Mechanism of Concrete Block (2007) (2007 Pavements Halil Murat Algin; 133 (5), Development of Linear Mixed Effects Models for Prediction of Road Marking Performance 318-26 (2007) Predicting Individual Pavement Conditions Olof Lundkvist and Ulf Isacsson Mean Profile Depth of Pavement Surface Macro- Jianxiong Yu, Eddie Y. J. Chou, and Zairen Luo; (2007). texture Using Photometric Stereo Techniques 133 (6). 347-54 (2007) Regression analysis Amin El Gendy and Ahmed Shalaby; 133 (7), Use of Nondestructive Test Deflection Data for Pre Comparative Analysis of the Old MWHGI 433-40 (2007 dicting Airport Pavement Performance — Kast- New NAPTF Data Moshe Livn Roads hurirrangan Gopalakrishnan and Marshall R Michael Divinsky; 133 (1), 20-9 (2 Speed Changes in the Vicinity of Horizontal Curves Thompson; 133 (6), 389-95 (2007) Impact of Left-Turn Phasing on Older Two-Lane Rural Roads Alberto M. Resilient Modulus Prediction Models Based on Drivers at High-Speed Signalized ueroa Medina and Andrew P. Tarko; 133 (4), Analysis of LTPP Data for Subgrade Soils and Kim Mueller, Shauna L. Halln 22 (2007 Experimental Verification Ramesh B. Malla Wu, and Michael Pawlovich; 133 and Shraddha Joshi; 133 (9), 491-504 (2007) (2007) Roughness Dynamic Prediction Model of As-Built Roughness \pplicability of the International Roughness Index Regression models in Asphaltic Concrete Pavement Construction as a Predictor of Asphalt Pavement Condition Speed Changes in the Vicinity of Horiz Duk Gyoo Lee; 133 (2), 90-5 (2007) Kyungwon Park, Natacha E. Thomas, and K on Two-Lane Rural Roads Wayne Lee; 133 (12), 706-9 (2007) Figueroa Medina and Andrew P. Tar Roundabouts Probabilistic methods 215-22 (2007) Applicability of Various Capacity Models for Single-Lane Roundabouts in Izmir, Turkey Generalized Capacity Estimation Model for Weav- Resilient Modulus Prediction Mode Serhan Tanyel, Tiirkay Baran, and Mustafa ing Areas Ponlathep Lertworawanich and Analysis of LTPP Data for Subgrade Ozuvysal: 133 172 ). 647-53 (2007) Lily Elefteriadou; 133 (3), 166-79 (2007) Experimental Verification Ramesh Probability and Shraddha Joshi; 133 (9), 491 Routing Modeling Crossing Behavior and Accident Risk of Bayesian Degradation Modeling in Interactive Meshing for the Design and Optimiza- Pedestrians — George Yannis, John Golias, and Pavement Testing with Estimated ion of Bus Transportation Networks Jean Eleonora Papadimitriou; 133 (11), 634-44 tion Parameter for the Response iarles Créput and Abderrafiaa Koukam; 133 529-38 (2007) (2007 Fridtjof Thomas, Bouzid Choubane > Public policy Byron; 133 (12), 677-87 (2007) Rural areas Concerns about Methodology Used in Real-World Rehabilitation Willingness-to-Pay and Preference Heterogeneity Experiments on Transport and Transport Safety Evaluation of Damage Potential for Pavement for Rural Bus Attributes C. V. Phanikumar lr. P. Hutchinson; 133 (1), 30-8 (2007) to Overweight Truck Traffic Jec and Bhargab Maitra; 133 (1), 62-9 (2007). Public transportation G. Fernando, and R. L. Lytton; 133 Passing Opportunities at Slow-Vehicle Bays Willingness-to-Pay and Preference Heterogeneity (2007) Glen Koorey; 133 (2), 129-37 (2007). for Rural Bus Attributes C. V. Phanikumar Evaluation of Optimum Rubblized Depih to Pre Using a New Zealand Performance Specification to and Bhargab Maitra; 133 (1), 62-9 (2007) vent Reflection Cracks Seung Woo Lee, Jae Evaluate U.S. Chip Seal Performance Dou- Operational Strategy for Advanced Vehicle Loca Min Bae, Seung Hwan Han, and Shelley M glas D. Gransberg: 133 (12), 688-95 (2007). tion System—Based Transit Signal Priority Stoffels: 133 (6). 355-61 (2007 Safety Hongchao Liu, Wei-Hua Lin, and Chin-woo Research Reducing Treatment Selection Bias for Estimating Tan; 133 (9), 513-22 (2007) Concerns about Methodology Used in Real-Worl Treatment Effects Using -ropensity Score G-EMME/2: Automatic Calibration Tool of the Experiments on Transport and Transport Safety Method Peter Young-Jin Park and Frank EMME/?2 Transit Assignment Using Genetic lr. P. Hutchinson; 133 (1), 30-8 (200 Fedel Saccomanno, 133 (2), 112-8 (2007). Algorithms — Mily Parveen, Amer Shalaby, and Rigid pavements Sampling Mohamed Wahba; 133 (10), 549-55 (2007) Simplified Solution for Periodic Thermal Disconti Subgrade Design Parameters from Samples Pre- Radar nuities in Asphalt Overlays Bonded to Rigid pared with Different Compaction Methods — K. Effectiveness of Blank-Out Overhead Dynamic Pavements H. M. Yin, W. G. Buttlar, and G Lee, M. Prezzi, and N. Kim; 133 (2), 82-9 Advance Warning Signals at High-Speed Signal H. Paulino; 133 (1), 39-46 (2007 2007) JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 / 721 Sand Glen Koorey; 133 (2), 129-37 (2007). C. Collop, Y. Choi, and G. D. Airey; 133 (11), Effect of Gradation on Nonlinear Stress-Dependent Skewness 618-24 (2007) Behavior of a Sandy Flexible Pavement Lateral Vision Angles in Roadway Geometric Stress Subgrade — Sung-Hee Kim, Erol Tutumluer, Design — Alfredo Garcia and Enrique Parameter Identification and Analysis of a Slab Dallas N. Little, and Nakseok Kim; 133 (10), Belda-Esplugues; 133 (12), 654-62 (2007). Track System Using 3D ABAQUS Program — 582-9 (2007). Skid resistance Shao-Tang Yen and Ying-Haur Lee; 133 (5), Saturation Prediction of Road Marking Performance — Sven- 288-97 (2007) Effects of Pressure and Aging in SATS Test — A. Olof Lundkvist and Ulf Isacsson; 133 (6), 341-6 Resilient Modulus Prediction Models Based on C. Collop, Y. Choi, and G. D. Airey; 133 (11), (2007). Analysis of LTPP Data for Subgrade Soils and 618-24 (2007). Wet-Pavement Hydroplaning Risk and Skid Resis- Experimental Verification Ramesh B. Malla Sealing tance: Modeling — G. P. Ong and T. F. Fwa; 133 and Shraddha Joshi; 133 (9), 491-504 (2007) Using a New Zealand Performance Specification to (10), 590-8 (2007). Stress distribution Evaluate U.S. Chip Seal Performance — Dou- Slabs Interlock Mechanism of Concrete Block glas D. Gransberg; 133 (12), 688-95 (2007). Parameter Identification and Analysis of a Slab Pavements — Halil Murat Algin; 133 (5), Seismic effects Track System Using 3D ABAQUS Program 318-26 (2007) Axial Compression Capacity of Welded-Slip Pipe- Shao-Tang Yen and Ying-Haur Lee; 133 (5), Subgrades line Joints — Stephanie Tsetseni and Spyros A. 288-97 (2007). Subgrade Design Parameters from Samples Pre- Karamanos; 133 (5), 335-40 (2007). Soil compaction pared with Different Compaction Methods — K. Sensitivity analysis Subgrade Design Parameters from Samples Pre- Lee, M. Prezzi, and N. Kim; 133 (2), 82-9 Analysis and Modeling of Simultaneous and pared with Different Compaction Methods — K. (2007). Staged Emergency Evacuations — Steven I. Lee, M. Prezzi, and N. Kim; 133 (2), 82-9 Resilient Modulus Prediction Models Based on Chien and Vivek V. Korikanthimath; 133 (3), (2007). Analysis of LTPP Data for Subgrade Soils and 190-7 (2007). Experimental Verification Ramesh B. Malla Soil properties Sensors Resilient Modulus Prediction Models Based on and Shraddha Joshi; 133 (9), 491-504 (2007) Investigation of the Performance of Wireless Loca- Analysis of LTPP Data for Subgrade Soils and Effect of Gradation on Nonlinear Stress-Dependent tion Technology-Based Traffic Monitoring Experimental Verification — Ramesh B. Malla Behavior of a Sandy Flexible Pavement Systems Michael D. Fontaine and Brian L. and Shraddha Joshi; 133 (9), 491-504 (2007) Subgrade Sung-Hee Kim, Erol Tutumluer, Smith; 133 (3), 157-65 (2007). Dallas N. Little, and Nakseok Kim; 133 (10), Soil-structure interaction Service life Unified Approach to Thrust Restraint Design — Jey 582-9 (2007) Environmental Effects on the Predicted Service K. Jeyapalan and Sri K. Rajah; 133 (1), 57-61 Surface properties Life of Flexible Pavements — Gang Zuo, Eric (2007). Mean Profile Depth of Pavement Surface Macro- C. Drumm, and Roger W. Meier; 133 (1), 47-56 texture Using Photometric Stereo Techniques — Specification (2007). Amin El Gendy and Ahmed Shalaby; 133 (7), Using a New Zealand Performance Specification to Effectiveness of Microsurfacing Treatments — 433-40 (2007) Evaluate U.S. Chip Seal Performance — Dou- Samuel Labi, Geoffrey Lamptey, and Siew- glas D. Gransberg; 133 (12), 688-95 (2007) Surface roughness Hwee Kong; 133 (5), 298-307 (2007). Nonstationary Dynamic Pavement Loads Gener- Stability Shear stress ated by Vehicles Traveling at Varying Speed — Proposed Method to Determine the Flow Number Dynamic Effects on Moisture Transport in Asphalt Lu Sun and Feiquan Luo; 133 (4), 252-63 in Bituminous Mixtures from Repeated Axial Concrete — M. Emin Kutay and Ahmet H. (2007) Load Tests — Adrian Ricardo Archilla, Luis G Aydilek; 133 (7), 406-14 (2007). Diaz, and Samuel H. Carpenter; 133 (11), 610-7 Applicability of the International Roughness Index Sight distances (2007). as a Predictor of Asphalt Pavement Condition — How Modern Headlamp Performance Impacts Sag Kyungwon Park, Natacha E. Thomas, and K. Statistics Vertical Curve Design — H. Gene Hawkins; 133 Wayne Lee; 133 (12), 706-9 (2007) Reducing Treatment Selection Bias for Estimating (4), 223-31 (2007). Treatment Effects Using Propensity Score Telecommunication Assessing the Risk in the Design of Passing Sight Method — Peter Young-Jin Park and Frank Investigation of the Performance of Wireless Loca- Distances — John El Khoury and Antoine G. Fedel Saccomanno; 133 (2), 112-8 (2007). tion Technology-Based Traffic Monitoring Hobeika; 133 (6), 370-7 (2007). Systems Michaei D. Fontaine and Brian | Statistical Analysis of In-Service Pavement Perfor- Rethinking Geometric Design Standards for Bike mance Data for LTPP SPS-1 and SPS-2 Smith; 133 (3), 157-65 (2007) Paths — Xudong Jia, Maggie O’ Mara, and Ming Experiments — Syed Wagar Haider, Karim Texas Guan; 133 (9), 539-47 (2007). Chatti, Neeraj Buch, Richard W. Lyles, Aswani Using a New Zealand Performance Specification to New Algorithm for Calculating 3D Available Sight S. Pulipaka, and Dennis Gilliland; 133 (6), Evaluate U.S. Chip Seal Performance — Dou- Distance — K. Ismail and T. Sayed; 133 (10), 378-88 (2007). glas D. Gransberg; 133 (12), 688-95 (2007). 572-81 (2007). Axle Load Distribution for Mechanistic-Empirical Theories Simulation Pavement Design — Yuhong Wang, Donn E. Peaking Deflections of Flexible Pipe during Initial Assessing the Risk in the Design of Passing Sight Hancher, and Kamyar Mahboub; 133 (8), 469-79 Backfilling Process Teruhisa Masada and Distances — John El Khoury and Antoine G. (2007). Shad M. Sargand; 133 (2), 105-11 (2007). Hobeika; 133 (6), 370-7 (2007). Consistency of Video Detection Activation and De- Thermal stresses Modeling and Simulation of Collisions of Heavy activation Times between Day and Night Periods Simplified Solution for Periodic Thermal Disconti- Trucks with Concrete Barriers — Yoshito Itoh, — Avery Rhodes, Kristofer Jennings, and Darcy nuities in Asphalt Overlays Bonded to Rigid Chunlu Liu, and Ryuichi Kusama; 133 (8), 462-8 M. Bullock; 133 (9), 505-12 (2007). Pavements H. M. Yin, W. G. Buttlar, and G. (2007). Bayesian Degradation Modeling in Accelerated H. Paulino; 133 (1), 39-46 (2007). Operational Strategy for Advanced Vehicle Loca- Pavement Testing with Estimated Transforma- Thickness tion System—Based Transit Signal Priority — tion Parameter for the Response — Arzu Onar, Comparative Analysis of the Old MWHGL and the Hongchao Liu, Wei-Hua Lin, and Chin-woo Fridtjof Thomas, Bouzid Choubane, and Tom New NAPTF Data foshe Livneh and Tan; 133 (9}, 513-22 (2007). Byron; 133 (12), 677-87 (2007). Michael Divinsky; 133 (1), 20-9 (2007). Simulation models Stiffness Three-dimensional analysis Passing Opportunities at Slow-Vehicle Bays — Effects of Pressure and Aging in SATS Test — A. New Algorithm for Calculating 3D Available Sight 722 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 Distance K. Ismail and T. Sayed; 133 (10), Traffic delay Byungkon Ko, Scott S. Washburn, Kenneth G. 572-81 (2007) Operational Effects of U-Turns as Alternatives to Courage, and H. Michael Dowell; 133 (7), Thrust Direct Left-Turns Pan Liu, Jian John Lu, Hua 397-405 (2007) Unified Approach to Thrust Restraint Design — Jey guo Zhou, and Gary Sokolow; 133 (5), 327-34 Improved Transition Preemption Strategy for Sig- (2007) K. Jeyapalan and Sri K. Rajah; 133 (1), 57-61 nalized Intersections near At-Grade Railway (2007) Traffic engineering Grade Crossing Hanseon Cho and Laurence Tomography Pilot Study on Real-Time Calculation of Arriva R. Rilett; 133 (8), 443-54 (2007). Dynamic Effects on Moisture Transport in Asphalt Type for Assessment of Arterial Pe Safety Treatments at Isolated High-Speed Signal- Concrete M. Emin Kutay and Ahmet H Edward J. Smaglik, Darcy : M. Bull CK, and zed Intersections: Synthesis Steven L. Jones Aydilek; 133 (7), 406-14 (2007) Sharma; 133 (7 415-22 (2007 ind Virginia P. Sisiopiku; 133 (9), 523-8 (2007). Traffic Traffic flow Impact of Left-Turn Phasing on Older and Younger Improving Traffic-Noise Model Insertion Loss Ac Bayesian Time-Series Model for Short-Term Traf Dr ers at High-Speed Signalized Intersections curacy Based on Diffraction and Reflection fic Flow Forecasting Bidisha Gl Wa Kim Mueller, Shauna L. Hallmark, Huaiqing Theories Ning Shu, Louis F. Cohn, Roswell Basu, and Margaret O’ Mahon 33 (3), 180-9 Wu . and Michael Pawlovich; 133 (10), 556-63 4. Harris, and Teak K. Kim; 133 (5), 281-7 (2007 2007 (2007 Differences among Route Flow S ness of Blank-Out Overhead Dynamic Traffic accidents User-Equilibrium Traffic As roble \dvance Warning Signalsa t High-Speed Signal- Freeway Accident Likelihood Prediction Using a Hillel Bar-Gera and Amos | 33 (4 ized Intersections Grant G. Schultz, Ryan Panel Data Analysis Approach — Yi (Grace) Qi 2-9 (2007) Peterson, Dennis I Eggett, and Bradley C. Brian L. Smith, and Jianhua Guo; 133 (3), Pilot Study on Real-Time Calculation of Arriva Giles; 133 (10), 564 71 (2007) 149-56 (2007) ly pe for Assessment of Arterial Perf Modeling Crossing Behavior and Accident Risk of Impact of Left-Turn Phasing on Older and Younger Edward J. Smaglik, Darcy M. Bul Pedestrians George Yannis, John Golias, and Drivers at High-Speed Signalized Intersections Sharma; 133 (7 Eleonora Papadimitriou; 133 (11), 634-44 Kim Mueller, ShaunaL . Hallmark, Huaiqing lraffic management 007) Wu, and Michael Pawlovich; 133 (10), 556-63 Concerns about Methodology A pplicabili of Various Capacity Models for 2007) Experiments on Transport and Transport Safet Single-Lane Roundabouts in Izmir, Turkey T. PB. Hutchinson; 133 Serhan Tanyel, Tiirkay Baran, and Mustafa Traffic analysis influence of Various Material and Traffic Inputs on System Partition Technitqou Iemp r ignal Co Ozuysal; 133 (12), 647-53 (2007). Flexible Pavement Design Methods for Alabama ordination and Traffic Progressi Vision Angles in Roadway Geometric 1yS Mary Stroup-Gardiner, Rod I and Thomas Urbanik Alfredo Garcia and Enrique Turochy, and Alan Carter; 133 (8), 455-61 Passing Opportunities at Slow-Vel Bay Belda-Esplugues; 133 (12), 654-62 (2007). 2007 Glen Koorey; 133 Traffic signals Axle Load Distribution for Mechanistic—Empirical Operational Effects of | stem Partition Technique to Improve Signal Co- Pavement Design Yuhong Wang, Donn I Direct Left-Turns — Pan Liu, Jian Jc u,H rdination and Traffic Progression — Zong Tian Hancher, and Kamyar Mahboub; 133 (8), 469-79 guo Zhou, and Gary Sokolow; 133 (5), 327-34 ind Thomas Urbanik: 133 (2), 119-28 (2007). 2007 (2E0R0E : Ordered Probit Modeling of User Perceptions of Traffic assignment Pilot Study on Real-Time Calct Protected ‘ft-Turn Signals Lin Zhang, Differences among Route Flow Solutions for the lype for Assessment of Arterial Performance Adrian Ricardo Archilla, and Panos D. User-Equilibrium Traffic Assignment Problem Edward J. Smaglik, Darcy M. Bu Prevedouros; 133 (3), 205-14 (2007) Hillel Bar-Gera and Amos Luzon; 133 (4) Sharma; 133 7| (7), 415-229 (2“ 007 P>i lot Study1 on Real-Time Ca. lculation of Arrival 32-9 (2007 Consistency of Video Detection Ac t ind | Type for Assessment of Arterial Performance Traffic congestion activation Times between Day Edward J. Smaglik, Darcy M. Bullocka,n d Anuj Estimating the Effects of Traffic Congestion on Avery Rhodes, Kristofer Jennings Dar Sharma; 133 (7), 415-22 (2007) Fuel Consumption and Vehicle Emissions Based M. BJuulillloocckk:; 1| 33 ((«9 ), 5055-051-122 Offffs et Refiner for Coy ordinated Actuated on Acceleration Noise I. D. Greenwood, R. C. Relating Axle Load Spectra to Truck s Vel Signal Control Systems Yafeng Yin, Meng Li, M. Dunn, and R. R. Raine; 133 (2), 96-104 Weiganhd tVolsume s — Syed Waq ind Alexander Skabardonis; 133 (7), 423-32 2007 Ronald S. Harichandran lraffic control devices (2007) -d Transition Preemption Strategy for Sig- System Partition Technique to Improve Signal Co Traffic models nalized Intersections near At-Grade Railway ordination and Traffic Progression Zong Tian Differences among Route Flow § rade Crossing Hanseon Cho and Laurence and Thomas Urbanik; 133 (2), 119-28 (2007) User-Equilibrium Traffic Assignt Rilett; 133 (8), 443-54 (2007) Evaluation of Flexible Traffic Separators Hillel Bar-Gera and Amos nsistency of Video Detection Activation and De- Highway—Railroad Grade Crossings 232-9 (2007) ition Times between Day and Night Periods Byungkon Ko, Scott S. Washburn, Kenneth G Operational Strategy for Advan Avery Rhodes, Kristofer Jenningsa,n d Darcy Courage, and H. Michael Dowell; 133 (7) tion System—Based Transit Sig Priority M. Bullock; 133 (9), 505-12 (2007). 397-405 (2007) Hongchao Liu, Wei-Hua Lin Operational Strategy for Advanced Vehicle Loca- 54 Offline Offset Refiner for Coordinated Actuated Tan; 133 (9), 513-22 (2007) tion System—Based Transit Signal Priority Signal Control Systems Yafeng Yin, Meng Li Traffic safety Hongchao Liu, Wei-Hua Lin, and Chin-woo f Tan: 122 ¢ 513.99 (9007 and Alexander Skabardonis; 133 (7), 423-32 How Modern Headlamp Performar Impacts fan, | 9), 313-22 (2007) (2007) Vertical Curve Design H. Gene Hawkins; 133 Effectiv sness of Blank-Out Overhead Dynamic Consistency of Video Detection Activation and De (4), 223-31 (2007) \dvance Warning Signals at High-Speed Signal- activation Times between Day and Night Periods Estimation of the Safety Effective Lane and red Intersections Grant G. Schultz, Ryan Avery Rhodes, Kristofer Jennings, and Darcy Shoulder Width: Case-Control Approach Peterson, Dennis L. Eggett, and Bradley C. M. Bullock; 133 (9), 505-12 (2007) Frank Gross and Paul P. Jovanis: 133 (6), 3 9 Giles; 133 (10), 564-71 (2007). Safety Treatments at Isolated High-Speed Signal (2007) Traffic signs ized Intersections: Synthesis — Steven L. Jones Evaluation of Flexible Traffic Separators Rethinking Geometric Design Standards for Bike and Virginia P. Sisiopiku; 133 (9), 523-8 (2007). Highway-Railroad Grade rossing Paths — Xudong Jia, Maggie O’ Mara, and Ming JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007 / 723 Guan; 133 (9), 539-47 (2007). Algorithms — Mily Parveen, Amer Shalaby, and Urban transportation Traffic speed Mohamed Wahba; 133 (10), 549-55 (2007). Interactive Meshing for the Design and Optimiza- Artificial Neural Network Speed Profile Model for Transportation networks tion of Bus Transportation Networks — Jean- Construction Work Zones on High-Speed Optimization of User and Operator Cost for Large- Charles Créput and Abderrafiad Koukam; 133 Highways — Douglas R. Taylor, Saravanan Scale Transit Network — Fang Zhao and (9), 529-38 (2007) Muthiah, Bohdan T. Kulakowski, Kevin M. Ma- Xiaogang Zeng; 133 (4), 240-51 (2007). Vehicles honey, and Richard J. Porter; 133 (3), 198-204 Transportation safety Passing Opportunities at Slow-Vehicle Bays — (2007). Freeway Accident Likelihood Prediction Using a Glen Koorey; 133 (2), 129-37 (2007). Nonstationary Dynamic Pavement Loads Gener- Panel Data Analysis Approach — Yi (Grace) Qi, Nonstationary Dynamic Pavement Loads Gener- ated by Vehicles Traveling at Varying Speed — Brian L. Smith, and Jianhua Guo; 133 (3), ated by Vehicles Traveling at Varying Speed — Lu Sun and Feiquan Luo; 133 (4), 252-63 149-56 (2007). Lu Sun and Feiquan Luo; 133 (4), 252-63 (2007). (2007). Travel demand Effectiveness of Blank-Out Overhead Dynamic Personal Cost of Auto Travel in Kuwait — P. A. Personal Cost of Auto Travel in Kuwait — P. A. Advance Warning Signals at High-Speed Signal- Koushki; 133 (4), 275-80 (2007). Koushki; 133 (4), 275-80 (2007). ized Intersections — Grant G. Schultz, Ryan G-EMME/2: Automatic Calibration Tool of the Deterioration Analysis of Flexible Pavements Peterson, Dennis L. Eggett, and Bradley C. EMME/?2 Transit Assignment Using Genetic under Overweight Vehicles — J. M. Sadeghi and Giles; 133 (10), 564-71 (2007). Algorithms — Mily Parveen, Amer Shalaby, and M. Fathali; 133 (11), 625-33 (2007). Traffic surveillance Mohamed Wahba; 133 (10), 549-55 (2007). Vibration Investigation of the Performance of Wireless Loca- Travel time Nonstationary Dynamic Pavement Loads Gener- tion Technology-Based Traffic Monitoring Willingness-to-Pay and Preference Heterogeneity ated by Vehicles Traveling at Varying Speed — Systems — Michael D. Fontaine and Brian L. for Rural Bus Attributes — C. V. Phanikumar Lu Sun and Feiquan Luo; 133 (4), 252-63 Smith; 133 (3), 157-65 (2007). and Bhargab Maitra; 133 (1), 62-9 (2007). (2007). Consistency of Video Detection Activation and De- activation Times between Day and Night Periods Operational Effects of U-Turns as Alternatives to Volume measurement — Avery Rhodes, Kristofer Jennings, and Darcy Direct Left-Turns — Pan Liu, Jian John Lu, Hua- Field Evaluation of Roundabout Turning Move- M. Bullock; 133 (9), 505-12 (2007). guo Zhou, and Gary Sokolow; 133 (5), 327-34 ment Estimation Procedures Michael P. (2007). Dixon, Ahmed Abdel-Rahim, Michael Kyte, Traffic surveys Highway User Travel Time Evaluation — Ross B. Phil Rust, Howard Cooley, and Lee Rodegerdts; Safety Treatments at Isolated High-Speed Signal- Corotis; 133 (12), 663-9 (2007). 133 (2), 138-46 (2007) ized Intersections: Synthesis — Steven L. Jones and Virginia P. Sisiopiku; 133 (9), 523-8 (2007). Trucks Washington Traffic volume Evaluation of Damage Potential for Pavements due Modeling the Probability of Freeway Rear-End Field Evaluation of Roundabout Turning Move- to Overweight Truck Traffic — Jeongho Oh, E Crash Occurrence Joon-Ki Kim, Yinhai ment Estimation Procedures — Michael P. G. Fernando, and R. L. Lytton; 133 (5), 308-17 Wang, and Gudmundur F. Ulfarsson; 133 (1), Dixon, Ahmed Abdel-Rahim, Michael Kyte, (2007). 11-9 (2007) Phil Rust, Howard Cooley, and Lee Rodegerdts; Modeling and Simulation of Collisions of Heavy Weight 133 (2), 138-46 (2007). Trucks with Concrete Barriers — Yoshito Itoh, Effect of Weigh-in-Motion System Measurement Transformations Chunlu Liu, and Ryuichi Kusama; 133 (8), 462-8 Errors on Load-Pavement Impact Estimation — Bayesian Degradation Modeling in Accelerated (2007). Jorge A. Prozzi and Feng Hong; 133 (1), 1-10 Pavement Testing with Estimated Transforma- Relating Axle Load Spectra to Truck Gross Vehicle (2007) tion Parameter for the Response — Arzu Onar, Weights and Volumes — Syed Wagar Haider and Deterioration Analysis of Flexible Pavements Fridtjof Thomas, Bouzid Choubane, and Tom Ronald S. Harichandran; 133 (12), 696-705 under Overweight Vehicles — J. M. Sadeghi and Byron; 133 (12), 677-87 (2007). (2007) M. Fathali; 133 (11), 625-33 (2007). Transportation engineering Tunnels Relating Axle Load Spectra to Truck Gross Vehicle Generalized Capacity Estimation Model for Weav- Highway Alignment Optimization Incorporating Weights and Volumes — Syed Wagar Haider and ing Areas — Ponlathep Lertworawanich and Bridges and Tunnels — Eungcheol Kim, Manoj Ronald S. Harichandran; 133 (12), 696-705 Lily Elefteriadou; 133 (3), 166-79 (2007). K. Jha, Paul Schonfeld, and Hong Sok Kim; 133 (2007) Pilot Study on Real-Time Calculation of Arrival (2), 71-81 (2007). Welds Type for Assessment of Arterial Performance — Turkey Axial Compression Capacity of Welded-Slip Pipe- Edward J. Smaglik, Darcy M. Bullock, and Anuj Applicability of Various Capacity Models for line Joints — Stephanie Tsetseni and Spyros A. Sharma; 133 (7), 415-22 (2007). Single-Lane Roundabouts in Izmir, Turkey — Karamanos; 133 (5), 335-40 (2007). Transportation models Serhan Tanyel, Tiirkay Baran, and Mustafa Workspace Freeway Accident Likelihood Prediction Using a Ozuysal; 133 (12), 647-53 (2007) Artificial Neural Network Speed Profile Model for Panel Data Analysis Approach — Yi (Grace) Qi, Urban development Construction Work Zones on High-Speed Brian L. Smith, and Jianhua Guo; 133 (3), G-EMME/2: Automatic Calibration Tool of the Highways Douglas R. Taylor, Saravanan 149-56 (2007). EMME/2 Transit Assignment Using Genetic Muthiah, Bohdan T. Kulakowski, Kevin M. Ma- G-EMME/2: Automatic Calibration Tool of the Algorithms — Mily Parveen, Amer Shalaby, and honey, and Richard J. Porter; 133 (3), 198-204 EMME/2 Transit Assignment Using Genetic Mohamed Wahba; 133 (10), 549-55 (2007). (2007). 724 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2007