Journal of Transportation Engineering 2009: Vol 135 Index

2009·8.3 MB·English

2009 ANNUAL INDEX
Civil Engineering Database Subject Heading Index
The Civil Engineering Database (CEDB) is Highway Construction and Expansior Cora\ United States Venkata Pavan K. Immaneni,
designed to provide free, easy bibliographic Davis and Manoj K. Jha; 135 (12), 990-8 (2009 Joseph E. Hummer, William J. Rasdorf, Eliza-
access to all ASCE publications. The database Anisotropy beth A. Harris, and Chunho Yeom; 135 (3),
covers ASCE documents published since 1970. It 94-103 (2009)
Validated Mechanistic Model for Geogrid Base Re
provides access to all the journals, conference inforced Flexible Pavements Jayhyun Kwon Sampling Protocol for Condition Assessmento f Se-
proceedings, books, standards, manuals, Erol Tutumluer, and Imad L. Al-Qadi:; | 12 lected Assets Ricardo A. Medina, Ali
magazines, and newspapers. The index terms 915-26 (2009) Haghani, and Nicholas Harris; 135 (4), 183-96
below were assigned to papers published in this 2009)
journal during 2009 from a CEDB subject Approximation methods
vement Preservation Optimization Considering
heading list. The CEDB and subject heading list Optimization Method for Highway Horizontal
Multiple Objectives and Budget Variability
can be accessed on the Web at Alignment Design — Yusin Lee, You-Ren Tsou,
a> Zheng Wu and Gerardo W. Flintsch; 135 (5),
http:/Icedb.asce.org/ and Hsiao-Liang Liu; 135 (4), 24 (2009)
305-15 (2009) ‘
Arizona tablishing the Weights of Performance Criteria:
Acceleration Experience with Cable Median Bar Case Studies in Transportation Facility
Aggregate Fuel Consumption Model of Light-Duty United States: Design Standards, P« Management KumaresC . Sinha, Vandana Pa-
Vehicles for Evaluating Effectiveness of Traffic Performance M. H. Ray, C. Silve idar, Zongzhi Li, Samuel Labi, and Paul D
Management Strategies on Fuels Guohua Conron, and M. Mongiardini; 135 Thompson; 135 (9), 619-31 (2009).
Song, Lei Yu, and Zigianli Wang; 135 (9), 611-8 (2009)
(2009) Axial loads
Asphalt pavements Closed-Form Solutions for Bimodal Axle Load
Aggregates Finite-Element Model for Urban Pavement Rut Spectra and Relative Pavement Damage
Selecting Construction Measures for Mitigating ting: Analysis of Pavement Rehabilitation Estimation Syed Wagar Haider, Ronald S.
Early-Age Delamination in CRC Pavements Methods Bassem Ali, Marwan Sadek, and Harichandran, and Monther B. Dwaikat; 135
Made with Gravei Aggregates — JuanLiyu uan d Isam Shahrour; 135 (4), 235-9 (2009 12). 974-83 (2009)
Dan G. Zollinger; 135 (8), 572-9 (2009)
Effect of Mixture Characteristics on Cx Barriers
Aging of Asphalt Pavements ‘hieh-Min Evaluation of Current Repair Criteria for Longitu-
Selecting Construction Measures for Mitigating Yen-Jui Chang, and Jian-Shiuh Cher linal Barrier with Crash Damage Douglas J
Early-Age Delamination in CRC Pavements 297-304 (2009) Gabauer and Hampton C. Gabler; 135 (4),
Made with Gravel Aggregates — Juanyu Liu and CalBack Enhancing Caltrans 225-34 (2009)
Dan G. Zollinger; 135 (8), 572-9 (2009) Empirical Pavement Design Process Experience with Cable Median Barriers in the
Airports Back-Calculation Software — Qin United States: Design Standards, Policies, and
Modeling Airport Operations Affected by a Large- lidtz, Imad Basheer, Khalid Ghuzlar Performance M. H. Ray, C. Silvestri, C. E
Scale Disruption — Milan Janic; 135 (4), 206-16 M. Signore; 135 (7), 479-88 (2009 Conron, and M. Mongiardini; 135 (10), 711-20
(2009) Artificial Neural Network Approach to Estimating 2009
Algorithms Stiffness Behavior of Rubberized Asphalt Base course
Use of a Hybrid Algorithm for Modeling Coordi- crete Containing Reclaimed Asphalt Pa iskatchewan Field Case Study of Triaxial Fre-
nated Feeder Bus Route Network at Suburban Feipeng Xiao and Serji N. Amirkhani icy Sweep Characterization to Predict Fail-
Railway Station Prabhat Shrivastava and (8), 580-9 (2009) ire. of a Granular Base across Increasing Fines
Margaret O’ Mahony; 135 (1), 1-8 (2009) Estimation of Temperature Stress Content and Traffic Speed Applications — Cur-
Stochastic Optimization Model and O(N-) Solution Temperature Crack Spacing tis Berthelot, Diana Podborochynski, Brent Mar-
Algorithm for Highway Investment Decision Pavements Pabitra Rajbongshi jerison, and Ron Gerbrandt; 135 (11), 907-14
Making under Budget Uncertainty Zongzhi Das; 135 (10), 745-52 (2009) 2009)
Li; 135 (6), 371-9 (2009). Climate Change Implications for Fle Bayesian analysis
Transit Route Network Design Problem: Review ment Design and Performance Crash Injury Severity Analysis Using BayesiaOnr -
Konstantinos Kepaptsoglou and Matthew Canada Brian N. Mills, Susan | lered Probit Models Yuanchang Xie, Yun-
Karlaftis; 135 (8), 491-505 (2009). Andrey, James T. Smith, and Ker ong Zhang, and Faming Liang; 135 (1), 18-25
Illustrative Field Configuration and Evaluation of (10), 773-82 (2009) 2009
Traffic-Responsive Control Montasir M Integration of Moisture Sensitivity Bench marks
Abbas, Geza Pesti, Nadeem A. Chaudhary, and Gyratory Mix Design and Data Envelopment Analysis as a Decision-Making
Pengfei Li; 135 (9), 591-9 (2009). Empirical Pavement Design Tam Tool for Transportation Professionals Meh-
Effects of Controlling Parameters on Performance kah, Jason P. Bausano, and R met Egemen Ozbek, Jestis M. de la Garza, and
of a Decision-Rule Map-Matching Algorithm Williams; 135 (11), 852-7 (2009 Konstantinos Triantis; 135 (11), 822-31 (2009).
Carola A. Blazquez and Alan P. Vonderohe; 135 Asphalts Benefit cost ratios
(12), 966-73 (2009). Effect of Compaction Mode on the Mechanical Pet Harnessing the Power of Microscopic Simulation
Alignment formance and Variability of Asphalt Mixtures to Evaluate Freeway Service Patrols
Optimization Method for Highway Horizontal Alistair E.H unter, Liam McGreavy nd Gordon Yongchang Ma, Mashrur Chowdhury, Ryan
Alignment Design — Yusin Lee, You-Ren Tsou, D. Airey; 135 (11), 839-51 (2009 Fries, and Kaan Ozbay; 135 (7), 427-39 (2009).
and Hsiao-Liang Liu; 135 (4), 217-24 (2009) Assets Highway Project Level Life-Cycle Benefit/Cost
Modeling the Effects of Socioeconomic Factors in Synthesis of Sign Deterioration Rates across the Analysis under Certainty, Risk, and Uncertainty:
JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2009 / 1013
Methodology with Case Study — Zongzhi Li Cameras Computer aided simulation
and Sunil Madanu; 135 (8), 516-26 (2009). Analysis and Development of a Passive Mechani- Simulation-Based _ Investigation on High-
Evaluating the Cost Effectiveness of Flexible Re- cal Vibration Abatement Device for Traffic Occupancy Toll Lane Operations for Washing-
habilitation Treatments Using Different Perfor- Monitoring Cameras — R. Fernandez, A. Abol- ton State Route 167 — Guohui Zhang, Shuming
mance Criteria Muhammad Irfan, Muham- maali, F. Kamangar, and T. Le; 135 (5), 270-8 Yan, and Yinhai Wang; 135 (10), 677-86 (2009)
mad Bilal Khurshid, Samuel Labi, and William (2009). Computer applications
Flora; 135 (10), 753-63 (2009). Canada Use of Soft Computing Applications to Model Per
Climate Change Implications for Flexible Pave vious Concrete Pavement Condition in Cold
Best Management Practice
ment Design and Performance in Southern Climates Amir Golroo and Susan Tighe; 135
Framework Development of Performance Predic-
Canada Brian N. Mills, Susan L. Tighe, Jean (11), 791-800 (2009)
tion Models for Concrete Bridges — Y. N. Yang,
H. J. Pam, and M. M. Kumaraswamy; 135 (8), Andrey, James T. Smith, and Kon Huen; 135 Computer programming
545-54 (2009). (10), 773-82 (2009). Optimization Method for Highway Horizontal
Including Minor Modes of Transport in a Tour Alignment Design Yusin Lee, You-Ren Tsou,
Data Envelopment Analysis as a Decision-Making
Based Mode Choice Model with Household and Hsiao-Liang Liu; 135 (4), 217-24 (2009)
Tool for Transportation Professionals — Meh-
Interactions Matthew J. Roorda, Dylan Pass- Computer software
met Egemen Ozbek, Jestis M. de la Garza, and
Konstantinos Triantis; 135 (11), 822-31 (2009). more, and Eric J. Miller; 135 (12), 935-45 CalBack Enhancing Caltrans Mechanistic-
(2009). Empirical Pavement Design Process with New
Bridge maintenance Case reports Back-Calculation Software — Qing Lu, Per Ul-
Framework Development of Performance Predic- Appraisal of the Interactive Highway Safety De- lidtz, Imad Basheer, Khalid Ghuzlan, and James
tion Models for Concrete Bridges — Y. N. Yang, sign Model’s Crash Prediction and Design Con- M. Signore; 135 (7), 479-88 (2009)
H. J. Pam, and M. M. Kumaraswamy; 135 (8), sistency Modules: Case Studies from Concrete pavements
545-54 (2009). Pennsylvania Eric T. Donnell, Francis Gross, Examining k-E Relationship of Pavement Sub
Bridge management Brandon P. Stodart, and Kenneth S. Opiela; 135 grade Based on Load-Deflection Consideration
Establishing the Weights of Performance Criteria (2), 62-73 (2009). B. H. Setiadji and T. F. Fwa; 135 (3), 140-8
Case Studies in Transportation Facility Highway Project Level Life-Cycle Benefit/Cost (2009)
Management — Kumares C. Sinha, Vandana Pa- Analysis under Certainty, Risk, and Uncertainty Experimental Evaluation of Interface Friction and
dar, Zongzhi Li, Samuel Labi, and Paul D Methodology with Case Study Zongzhi Li Study of Its Influence on Concrete Pavement
Thompson; 135 (9), 619-31 (2009). and Sunil Madanu; 135 (8), 516-26 (2009). Respx ynse S. R. Maitra, K. S. Reddy, and I
Bridges, concrete Case studies S. Ramachandra; 135 (8), 563-71 (2009)
Framework Development of Performance Predic- Roads Performance Modeling and Management Selecting Construction Measures for Mitigating
tion Models for Concrete Bridges — Y. N. Yang, System from Two Condition Data Points: Case Early-Age Delamination in CRC Pavements
H. J. Pam, and M. M. Kumaraswamy; 135 (8), Study of Costa Rica — Luis Esteban Amador Made with Gravel Aggregates — Juanyu Liu and
545-54 (2009). Jiménez and Donath Mrawira; 135 (12), Dan G. Zollinger; 135 (8), 572-9 (2009).
Buckling 999-1007 (2009). Artificial Neural Network Approach to Estimating
Correction to the Infinite Mode for Lateral Buck- Cast iron Stiffness Behavior of Rubberized Asphalt Con-
ling of Pipelines — Ralf Peek; 135 (9), 668-9 Pullout Resistance Characteristics of Cast Iron Pipe crete Containing Reclaimed Asphalt Pavement
(2009). Omer Bilgin and Harry E. Stewart; 135 (10), Feipeng Xiao and Serji N. Amirkhanian; 135
730-5 (2009). (8), 580-9 (2009)
Zero-Radius Bend Method to Trigger Lateral
Buckles — Ralf Peek and Nils @. Kristiansen; Climatic changes Use of Soft Computing Applications to Model Per-
135 (12), 946-52 (2009). Climate Change Implications for Flexible Pave- vious Concrete Pavement Condition in Cold
ment Design and Performance in Southern Climates Amir Golroo and Susan Tighe; 135
Budgets Canada — Brian N. Mills, Susan L. Tighe, Jean (11), 791-800 (2009)
Pavement Preservation Optimization Considering Andrey, James T. Smith, and Ken Huen; 135 Load Transfer Characteristics of Dowel Bar System,
Multiple Objectives and Budget Variability — (10), 773-82 (2009). in Jointed Concrete Pavement Swati Roy
Zheng Wu and Gerardo W. Flintsch; 135 (5),
Closed form solutions Maitra, K. S. Reddy, and L. S. Ramachandra;
305-15 (2009)
Closed-Form Solutions for Bimodal Axle Load 135 (11), 813-21 (2009).
Buses Spectra and Relative Pavement Damage Construction
Valuing Travel Attributes of Rural Feeder Service Estimation — Syed Wagar Haider, Ronald S Modeling the Effects of Socioeconomic Factors in
to Bus Stop: Comparison of Different Logit Harichandran, and Monther B. Dwaikat; 135 Highway Construction and Expansion — Coray
Model Specifications — Sudhanshu Sekhar Das, (12), 974-83 (2009). Davis and Manoj K. Jha; 135 (12), 990-8 (2009)
Bhargab Maitra, and Manfred Boltze; 135 (6), Cold regions Construction costs
330-7 (2009)
Use of Soft Computing Applications to Model Per- Annualized Road Works Cost Estimates for Un-
Traffic Interactions between Motorized Vehicles vious Concrete Pavement Condition in Cold paved Roads — George Huntington and Khaled
and Nonmotorized Vehicles near a Bus Stop — Climates — Amir Golroo and Susan Tighe; 135 Ksaibati; 135 (10), 702-10 (2009)
Xiao-Mei Zhao, Bin Jia, Zi-You Gao, and Rui (11), 791-800 (2009).
Construction sites
Jiang; 135 (11), 894-906 (2009).
Commute Highway Work Zone Risk Factors and Their Impact
Impact of Phase Scheise on Development and Per- Segmentation Analysis of Commuters Accessing on Crash Severity — Yingfeng Li and Yong Bai;
formance of a Logic Rule-Based Bus Rapid Transit: Mumbai Study — Rajat Rastogi and K. 135 (10), 694-701 (2009)
Transit Signal Priority — Hongfeng Xu and V. Krishna Rao; 135 (8), 506-15 (2009)
Cooling
Mingming Zheng; 135 (12), 953-65 (2009).
Compaction Effect of Mixture Characteristics on Cooling Rate
Calibration Effect of Compaction Mode on the Mechanical Per- of Asphalt Pavements Chieh-Min Chang,
Pedestrian and Vehicle Flow Calibration in Multi- tormance and Variability of Asphalt Mixtures Yen-Jui Chang, and Jian-Shiuh Chen; 135 (5),
modal Traffic Microsimulation — Muhammad Alistair E. Hunter, Liam McGreavy, and Gordon 297-304 (2009).
Moazzam Ishaque and Robert B. Noland; 135 D. Airey; 135 (11), 839-51 (2009). Costa Rica
(6), 338-48 (2009). Computation Roads Performance Modeling and Management
Microscopic Dual-Regime Model for Single-Lane Capacity Expansion Problem for Large Urban System from Two Condition Data Points: Case
Roundabouts — Estelle Chevallier and Ludovic Transportation Networks — Tom V. Mathew and Study of Costa Rica Luis Esteban Amador-
Leclercq: 135 (6), 386-94 (2009). Sushant Sharma; 135 (7), 406-15 (2009) Jiménez and Donath Mrawira; 135 (12),
1014 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2009
999-1007 (2009) Data collections United States Venkata Pavan K. Immaneni,
Costs lraftic Data Collection under Mixed Traffic ¢ ond Joseph I Hummer, William J. Rasdorf, Eliza-
Effects of Varying Functional Classification on tions Using Video Image Proces C.M yeth A. Harris, and Chunho Yeom; 135 (3),
Cost of Roadw 1yS Steven Vander Giessen likarjuna, A. Phanindra, and K. Ramacl 14-103 (2009)
Rao; 135 (4), 174-82 (2009
James R. Kladianos, and Rhonda Kae Youngs Roads Performance Modeling and Management
135 (1), 37-42 (2009) Fuzzy Data Mining Approach forQ S System from Two Condition Data Points: Case
Mode Airport Operations Affected by a I nalized Intersection Level of S Ba Study of Costa Rica Luis Esteban Amador-
Scale Disruption Milan Janic: 135 (4), 206-16 User Perceptions Fang ¢ I ; ind Donath Mrawira; 135 (12),
JO YQ) Klaver Pecheux 35 (6 349 9.1007 (2009
Multiva Traffic For S | Developing countries
Cracking Cell Transmission Mod S M \ Travel Attributes of Rural Feeder Service
Repeated Creep Behavior of Polypropylene Fiber W. Y. Szeto, Bidisha Gh« B I Bus Stop: Comparison o f Different Logit
Reinforced Bituminous Mixtures Serkan
and Margaret O’Mahor Model Specifications Sudhanshu Sekhar Das,
Tapkin, Un Usar, Ahmet Tuncan, and Mustafa (HY) Bhargab Maitra, and Manfred Boltze: 135 (6),
lPuncan 35 (4), 240-9 (2009)
Decision making 330-7 (2009)
Estimation of Temperature Stress and Le Application of Shackle’s Mod Ont Driver behavior
Temperature Crack Spacin; in \sphalt mization for Highway In regate Propensity Study on Red Light Run-
| nents Pabitra Rajbongshi and Animes! Makine under Uncertaint Crashes Using Quasi-Induced Exposure
Das 35 (10), 745-52 (2009)
Kumares C. Sint 135 M 1 Helai Huang and Hoong Chor Chin;
Stochastic Opt Te 104-1] 2009
peated Creep Behavior of Polypropylene Fibs yoritht or Highway | nants of Speeding Behavior of Drivers in
Reinforced Bituminous Mixtures Serka Makin Bud | Ai United Arab Emirates) Arif
Tapkin, Un Usar, Ahmet Tuncan, and Mustat Li: 135 (¢ 37 ) O09 1 od: 135 (10). 721-9 (2009)
Tuncan: 135 (4), 240-9 (2009) Establishing the W hts of P Dynamic analysis
Culverts Case Studie Tra ind Experimental Assessment of Ad-
Finite-Element Modeling and Analysis of Rei Management P iced Concepts to Reduce Noise and Vibration
forced Concrete Box Culverts Anil K. Garg tidar, Zongzhi Li, Samuel | P Urban Railway Turnouts loannis Anasta-
d Ali Abolmaali; 135 (3), 121-8 (2009 Thompson: 135 (9), 619-3 los, Stefano Alfi, George Gazetas, Stefano
Data Envelopment Analysis T) MM Bruni, and André Van Leuven; 135 (5), 279-87
Curvature OOO
Validation of Perspective-View Concept for Esti Tool for Transportation Prof N
mating Road Horizontal Curvature Fujias met Esemen Ozbek., Jes M. d ( Vibrations on Urban Metro and
Wang and Said M. Easa; 135 (2), 74-80 (2009 Konstantinos Triantis 35 Turnouts Stefano Bruni, Ioannis Anas-
Stop-RrC oonatdro lled on ITanngtenetr sof eHcotriizooSnitngahl t DCiusrtvaen ce: MMi.n orZ InteMgordateeld forS hSoorltv-inTge rm Locaantd ioLn«S M¢ nM M sopo1u0l5o sA, p o(s2t0oS09lt oeuf,a noa nd AlfiG,e orAgen dréG azeVtaans ; L1e3u5v e(n7,),
A. Ali, Said M. Easa, and M. Hamed; 135 (9 Chien-Chang Chou: 135 (11
650-7 (2009) Deflection Dynamics
of Dynamic Effects of Vehicles on
Cyclic loads Examining k-E Relationshiy ment Using a 3D Interaction Model xX
grade Based on Load-Defle
Comparison of Cyclic Triaxial Behavior of Ur M. Shi and C. S. Cai: 135 (10)7,3 6-44 (2009)
B. H. Setiadji andT . F. I
bound Granular Material under Constant and
2009 Economic factors
Variable Confining Pressure H. A. Rond6én, 1
| the Effects of Socioeconemic Factors in
Wichtmann, T. Triantafyllidis; and A. Lizcanc Zero-Radius B Method } way Construction and Expansion Coray
1) 46 & (2009) B1u35c kle(s12 1R6a-l5f? Pee(k2 009)a nd N ) Davis and Manoj K. Jha: 135 (12). 990-8 (2009)
Damage Elasticity
Evaluation of Current Repair Criteria for Longitu Deformatior E Relationship of Pavement Sub-
dinal Barrier with Crash Damage Douglas J Effect of Compaction Mode on the M Based on Load-Deflection Consideration
Gabauer and Hampton C. Gabler; 135 (4 formance and Variabilityo f Asyj B. H. Setiadji and T. F. Fwa; 135 (3), 140-8
225-34 (2009) Alistair E. Hunter, Liam McG |
D. Airey: 135 (1 839-5 009
Closed-Form Solutions for Bimodal Axle Load Environmental issues
Spectra and Relative Pavement Damage Degradation M he Effects of Socioeconomic Factors in
Estimation Syed Wagar Haider, Ronald S Normalized Resilient Modulus M S y Construction and Expansion — Coray
Harichandran, and Monther B. Dwaikat: 135 and Subgrade Based I > sand Manoj K. Jha: 135 (12). 990-8 (2009).
12). 974-83 (2009) Modulus Degradation jun!
Errors
Kim, and Beongjoon Kang
Damping Highway Work Zone Risk Factors and Their Impact
2009)
Analysis and Development of a Passive Mechani Crash Severity Yingfeng Li and Yong Bai;
cal Vibration Abatement Device for Traffic Delay time 35 (10). 694-701 (2009)
Monitoring Cameras R. Fernandez, A. Abol Modeling Airport Operations Affe Estimation
maali, F. Kamangar, and T. Le; 135 (5), 270-% Scale Disruption Milan Janic yf Varying Functional Classification on
(2009) (2009 Steven Vander Giessen,
Data analysis Impacts of Intercycle Demand | James R. Kladianos, and Rhonda Kae Young;
Improved Flow-Based Travel Time Esti navion Delay Lee D. Han, Jan-M 35 : $2 (2009)
Method from Point Detector Data for Freeways Urbanik 35 (5), 288-96 (2009 Highway Capacity Considering Two-
LelithaD . Vanajakshi, Billy M. Williamsa,n d Microscopic Analysis of Service D Models Jun Yao, Hesham Rakha,
Laurence R. Rilett: 135 (1), 26-36 (2009) trolled Intersections in Mixed ffic ¢ Hualiang (Harry) Teng, Valerian Kwigizile, and
Data Enveio|p ment Analysis as a Decision-Making Satish Chandra, Abhishek A Mohamed Kaseko; 135 (9), 670-6 (2009)
fool for Transportation Professionals Meh Ashalatha Rajamma; 135 (6), 3 ) 0 K in Filter Approach to Speed Estimation Using
met Egemen Ozbek, Jestis M. de la Garza, and Deterioration Single Loop Detector Measurements under Con-
Konstantinos Triantis; 135 (11), 822-31 (2009) Synthesis of Sign Deterioration Rate ted Conditions Jianhua Guo, Jingxin Xia,
JOURNAL OF TRANSPORTATIC IN ENGINEERING © ASCE /D ECEMBER 2009 / 1015
and Brian L. Smith; 135 (12), 927-34 (2009). Evaluating the Cost Effectiveness of Flexible Re- mating Road Horizontal Curvature Fujian
Closed-Form Solutions for Bimodal Axle Load habilitation Treatments Using Different Perfor- Wang and Said M. Easa; 135 (2), 74-80 (2009).
Spectra and Relative Pavement Damage mance Criteria — Muhammad Irfan, Muham- Geosynthetics
Estimation — Syed Wagar Haider, Ronald S. mad Bilal Khurshid, Samuel Labi, and William Finite-Element Modeling of Instrumented Flexible
Harichandran, and Monther B. Dwaikat; 135 Flora; 135 (10), 753-63 (2009). Pavements under Stationary Transient Loading
(12), 974-83 (2009). Climate Change Implications for Flexible Pave- Isaac L. Howard and Kimberly A. Warren;
ment Design and Performance in Southern 135 (2), 53-61 (2009)
Facilities
Operational Performance Assessment for Two- Canada — Brian N. Mills, Susan L. Tighe, Jean Global positioning
Andrey, James T. Smith, and Ken Huen; 135 Effects of Controlling Parameters on Performance
Lane Highway Facilities — Qingyong Yu and
(10), 773-82 (2009). of a Decision-Rule Map-Matching Algorithm
Scott S. Washburn; 135 (4), 197-205 (2009).
Validated Mechanistic Model for Geogrid Base Re Carola A. Blazquez and Alan P. Vonderohe; 135
Fiber reinforced materials inforced Flexibie Pavements — Jayhyun Kwon, (12), 966-73 (2009).
Repeated Creep Behavior of Polypropylene Fiber- Erol Tutumluer, and Imad L. Al-Qadi; 135 (12), Granular materials
Reinforced Bituminous Mixtures — Serkan 915-26 (2009). Comparison of Cyclic Triaxial Behavior of Un-
Tapkin, Un Usar, Ahmet Tuncan, and Mustafa Florida bound Granular Material under Constant and
Tuncan; 135 (4), 240-9 (2009). Methodology SHAKER and the Capacity Analysis Variable Confining Pressure — H.A . Rond6n, T
Field tests of Five Toll Plazas — Marguerite L. Zarrillo and Wichtmann, T. Triantafyllidis, and A. Lizcano;
Pullout Resistance Characteristics of Cast Iron Pipe A. Essam Radwan; 135 (3), 83-93 (2009). 135 (7), 467-78 (2009).
— Omer Bilgin and Harry E. Stewart; 135 (10), Forecasting Saskatchewan Field Case Study of Triaxial Fre-
730-5 (2009). Statistical Model for Forecasting Link Travel Time quency Sweep Characterization to Predict Fail-
Finite element method Variability — Keemin Sohn and Daehyun Kim; ure of a Granular Base across Increasing Fines
135 (7), 440-53 (2009). Content and Traffic Speed Applications — Cur
Finite-Element Modeling of Instrumented Flexible
Pavements under Stationary Transient Loading Multivariate Traffic Forecasting Technique Using tis Berthelot, Diana Podborochynski, Brent Mar-
Isaac L. Howard and Kimberly A. Warren; Cell Transmission Model and SARIMA Model jerison, and Ron Gerbrandt; 135 (11), 907-14
135 (2), 53-61 (2009). — W. Y. Szeto, Bidisha Ghosh, Biswajit Basu, (2009)
and Margaret O’Mahony; 135 (9), 658-67 Gravel
Finite-Element Modeling and Analysis of Rein-
(2009). Selecting Construction Measures for Mitigating
forced Concrete Box Culverts — Anil K. Garg
and Ali Abolmaali; 135 (3), 121-8 (2009). Foundations Early-Age Delamination in CRC Pavements
Examining k-E Relationship of Pavement Sub- Made with Gravel Aggregates — Juanyu Liu and
Finite-Element Model for Urban Pavement Rut-
grade Based on Load-Deflection Consideration Dan G. Zollinger; 135 (8), 572-9 (2009).
ting: Analysis of Pavement Rehabilitation
- B. H. Setiadji and T. F. Fwa; 135 (3), 140-8 Annualized Road Works Cost Estimates for Un-
Methods — Bassem Ali, Marwan Sadek, and
(2009). paved Roads — George Huntington and Khaled
Isam Shahrour; 135 (4), 235-9 (2009).
Friction Ksaibati; 135 (10), 702-10 (2009)
Experimental Evaluation of Interface Friction and
Experimental Evaluation of Interface Friction and Heterogeneity
Study of Its Influence on Concrete Pavement
Study of Its Influence on Concrete Pavement Traffic Data Collection under Mixed Traffic Condi-
Response — S. R. Maitra, K. S. Reddy, and L.
Response — S. R. Maitra, K. S. Reddy, and I tions Using Video Image Processing — C. Mal
S. Ramachandra; 135 (8), 563-71 (2009).
S. Ramachandra; 135 (8), 563-71 (2009) likarjuna, A. Phanindra, and K. Ramachandra
Normalized Resilient Modulus Model for Subbase Fuel consumption Rao; 135 (4), 174-82 (2009).
and Subgrade Based on Stress-Dependent
Aggregate Fuel Consumption Model of Light-Duty High occupancy vehicles
Modulus Degradation — Junhwan Lee, Jihwan
Vehicles for Evaluating Effectiveness of Traffic Simulation-Based Investigation on High-
Kim, and Beongjoon Kang; 135 (9), 600-10
Management Strategies on Fuels Guohua Occupancy Toll Lane Operations for Washing
(2009).
Song, Lei Yu, and Zigianli Wang; 135 (9), 611-8 ton State Route 167 — Guohui Zhang, Shuming
Load Transfer Characteristics of Dowel Bar System (2009). Yan, and Yinhai Wang; 135 (10), 677-86 (2009):
in Jointed Concrete Pavement — Swati Roy
Funding allocations Highway and road construction
Maitra, K. S. Reddy, and L. S. Ramachandra;
Synthesis of Sign Deterioration Rates across the Effects of Varying Functional Classification on
135 (11), 813-21 (2009).
United States -—- Venkata Pavan K. Immaneni, Cost of Roadways Steven Vander Giessen,
Validated Mechanistic Model for Geogrid Base Re- Joseph E. Hummer, William J. Rasdorf, Eliza- James R. Kladianos, and Rhonda Kae Young;
inforced Flexible Pavements — Jayhyun Kwon, beth A. Harris, and Chunho Yeom; 135 (3), 135 (1), 37-42 (2009)
Erol Tutumluer, and Imad L. Al-Qadi; 135 (12), 94-103 (2009). Effects of Design and Site Factors on Roughness
915-26 (2009)
Fuzzy sets Development in Flexible Pavements — Syed
Flexible pavements Fuzzy Data Mining Approach for Quantifying Sig Wagar Haider and Karim Chatti; 135 (3), 112-20
Finite-Element Modeling of Instrumented Flexible nalized Intersection Level of Services Based on (2009)
Pavements under Stationary Transient Loading User Perceptions — Fang Clara Fang and Kelly Application of Shackle’s Model and System Opti-
— Isaac L. Howard and Kimberly A. Warren; Klaver Pecheux; 135 (6), 349-58 (2009) mization for Highway Investment Decision
135 (2), 53-61 (2009). Use of Soft Computing Applications to Model Per Making under Uncertainty — Zongzhi Li and
Effects of Design and Site Factors on Roughness vious Concrete Pavement Condition in Cold Kumares C. Sinha; 135 (3), 129-39 (2009).
Development in Flexible Pavements — Syed Climates — Amir Golroo and Susan Tighe; 135 Effect of Mixture Characteristics on Cooling Rate
Wagar Haider and Karim Chatti; 135 (3), 112-20 (11), 791-800 (2009). of Asphalt Pavements - Chieh-Min Chang,
(2009). Integrated Short-Term and Long-Term MCDM Yen-Jui Chang, and Jian-Shiuh Chen; 135 (5),
Repeated Creep Behavior of Polypropylene Fiber- Model for Solving Location Selection Problems 297-304 (2009)
Reinforced Bituminous Mixtures — Serkan — Chien-Chang Chou; 135 (11), 880-93 (2009) Lane-Based Dynamic Merge Control Strategy
Tapkin, Un Usar, Ahmet Tuncan, and Mustafa Geogrids Based on Optimal Thresholds for Highway
Tuncan; 135 (4), 240-9 (2009). Validated Mechanistic Model for Geogrid Base Re- Work Zone Operations Kyeong-Pyo Kang
Comparison of Cyclic Triaxial Behavior of Un- inforced Flexible Pavements — Jayhyun Kwon, and Gang-Len Chang; 135 (6), 359-70 (2009)
bound Granular Material under Constant and Erol Tutumluer, and Imad L. Al-Qadi; 135 (12), Stochastic Optimization Model and O(N) Solution
Variable Confining Pressure — H. A. Rondon, T. 915-26 (2009). a Algorithm for Highway Investment Decision
Wichtmann, T. Triantafyllidis, and A. Lizcano; Geometry Making under Budget Uncertainty Zongzhi
135 (7), 467-78 (2009). Validation of Perspective-View Concept for Esti- Li; 135 (6), 371-9 (2009).
1016 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2009
Highway Work Zone Risk Factors and Their Impact Multilevel Road Network Planning Bruno Effects of Controlling Parameters on Performance
on Crash Severity — Yingfeng Li and Yong Bai; Santos, Antonio Antunes, and Eric Miller; 135 of a Decision-Rule Map-Matching Algorithm —
135 (10), 694-701 (2009). (9), 640-9 (2009) Carola A. Blazquez and Alan P. Vonderohe; 135
Pilot Car Wait-Time Notification System — Marga- Estimation of Waviness of the Longitudinal Road (12), 966-73 (2009).
ret J. Rys and Romal S. Jacob; 135 (11), 858-63 Profile from Straightedge Measurement — Old Interfaces
(2009) rich Kropa¢ and Peter Micka; 135 801-12 Experimental Evaluation of Interface Friction and
Highway and road design (2009) Study of Its Influence on Concrete Pavement
Effects of Varying Functional Classification on Self-Similar Characteristicso f Vel Arrival Pat Response S. R. Maitra, K. S. Reddy, and L.
Cost of Roadways Steven Vander Giessen tern on Highways — Qiang Meng and Hooi I S. Ramachandra; 135 (8), 563-71 (2009).
James R. Kladianos, and Rhonda Kae Young Khoo: 135 (11). 864-72 (2009 Pullout Resistance Characteristics of Cast Iron Pipe
135 (1), 37-42 (2009) Modeling the Effects of Socioecono Factor Omer Bilgin and Harry E. Stewart; 135 (10),
Appraisal of the Interactive Highway Safety De Highway Construction and Expansi Cor 5 (2009)
sign Model’s Crash Prediction and Design Con Davis and Manoj K. Jha; 135 (12), 990-8 (2009 Intersections
sistency Modules: Case Studies from Human factors vate Propensity Study on Red Light Run-
Pennsylvania Eric T. Donnell, Francis Gross, Highway Work Zone Risk Factors and Their Imy ning Crashes Using Quas:-Induced Exposure
B(2r>) ,a nd6o2-n7 3 P. (S2t0o0d9a)r t, and Kenneth S. Opiela; 135 o1n3 5 Cr(a1s0)h, S6ev9e4r-i7t0y1 (20Y0i9n gfeng Li and Yong B M13e5t ho(3d) , 104H-e1l1a i (H20u0a9n)g and Hoong Chor Chin;
Optimization Method for Highway Horizontal Hybrid methods Right Turns on Green and Pedestrian Level of Ser-
Alignment Design Yusin Lee, You-Ren Tsou Use of a Hybrid Algorithm for Mod Coord Statistical Assessment — Sarah M. L. Hub-
and Hsiao-Liang Liu; 135 (4), 217-24 (2009)
nated Feeder Bus Route Network at Sub yard, Darcy M. Bullock, and Fred L. Mannering;
Highway and road management Railway Station Prabhat S| 5 (4). 153-9 (2009)
Simulation-Based Study on a Lane-Based Signal Margaret O’Mahony; 135 ence of Intersection Geometrics on the Opera-
System for Merge Control at Freeway Work Imaging techniques tion of Triple Left-Turn Lanes Thobias Sando
Zones Ning Yang, Gang-Len Chang, and Traffic Data Collection under Mixed Traffic Con Ren Moses; 135 (5), 253-9 (2009)
Kyeong-Pyo Kang; 135 (1), 9-17 (2009)
tions Using Video Image Processi C.M ts of Intercycle Demand Fluctuations on
Sampling Protocol for Condition Assessment of Se likarjuna, A. Phanindra, and K. R Lee D. Han, Jan-Mou Li, and Tom
lected Assets Ricardo A. Medina, Ali Rao; 135 (4), 174-82 (2009 rbanik; 135 (5), 288-96 (2009).
Haghani, and Nicholas Harris; 135 (4), 183-96
Potential Applications of Nanotech P oscopic Analysis of Service Delay at Uncon-
(2009)
ment Engineering Wynand JvdM St lled Intersections in Mixed Traffic Conditions
Roads Performance Modeling and Management (10), 764-72 (2009 Satish Chandra, Abhishek Agrawal, and
System from Two Condition Data Points: Case halatha Rajamma; 135 (6), 323-9 (2009)
Implementation
Study of Costa Rica Luis Esteban Amador
Illustrative Field Configuratior ry Data Mining Approach for Quantifying Sig-
Jiménez and Donath Mrawira; 135 (1
999-1007 (2009) [Abrbaafsf,i c-GReezsap onPseisvtie, NCaodntereoml A. (¢ M M Usielri zePdP eerrcIceneytp etrisoencst ion LFeavnegl Colf arSae rvFiacnegs aBnads eKde lloyn
Highway and road structures Pengfei Li; 135 (9), 591-9 (2009 Klaver Pecheux; 135 (6), 349-58 (2009)
Saskatchewan Field Case Study of Triaxial Fre Microscopic Dual-Regime Model for Single-Lane
quency Sweep Characterization to Predict Fail India Roundabouts Estelle Chevallier and Ludovic
Segmentation Analysis of Commut \ SSi
ure of a Granular Base across Increasing Fines Leclercq: 135 (6), 386-94 (2009)
lransit: Mumbai Study Rajat Ra nd K
Content and Traffic Speed Applications — Cur
V. Krishna Rao; 135 (8 506-15 (x Stop-Controlled InterseSigchtt Diisotannce : Minot
tis Berthelot, Diana Podborochynski, Brent Mar
Road on Tangent of Horizontal Curve M. Z.
jerison, and Ron Gerbrandt; 135 (11), 907-14 Injuries
\. Ali, Said M. Easa, and M. Hamed; 135 (9),
2009) Crash Injury Severity Analysis Using B n Or 650 2009
Highway engineering dered Probit Models Yuancl x Y te Traffic Forecasting Technique Using
Estimating Highway Capacity Considering Two long Zhang, and Faming Liang Cell Transmission Model and SARIMA Model
(2009
Regime Models Jun Yao, Hesham Rakha W. Y. Szeto, Bidisha Ghosh, Biswajit Basu,
Hualiang (Harry) Teng, Valerian Kwigizile, and Innovation Margaret O'Mahony; 135 (9), 658-67
Mohamed Kaseko; 135 (9), 670-6 (2009) Potential Applicationso f Nanotechn« P
ment Engineering Wynand JvdM
Highways and roads if Phase Scheme on Development and Per-
(10), 764-72 (2009)
Validation of Perspective-View Concept for Esti rmance of a Logic Rule-Based Bus Rapid
mating Road Horizontal Curvature Fujian Installation Priority Hongfeng Xu and
Wang and Said M. Easa; 135 (2), 74-80 (2009) Zero-Radius Bend Method Mingming Zheng; 135 (12), 953-65 (2009)
Operational Performance Assessment for Two Buckles Ralf Peek and Nils @. K ration of Violation Reduction at Intersection
Lane Highway Facilities Qingyong Yu and 135 (12). 946-52 (2009) \pproaches with Automated Red Light Running
Scott S. Washburn; 135 (4), 197-205 (2009) Instrumentation forcement Cameras in Clive, lowa, Using a
Evaluation of Current Repair Criteria for Longitu Finite-Element Modeling of Instrumented Flex Cross-Sectional Analysis Eric J. Fitzsim-
dinal Barrier with Crash Damage — Douglas J Pavements under Stationary 17 Shauna L. Hallmark, Massiel Orellana,
Gabauer and Hampton C. Gabler; 135 (4) Isaac L. Howard and Kimberly A. Warre Thomas McDonald, and David Matulac; 135
225-34 (2009) 135 (2), 53-61 (2009) 984-9 (2009)
Theoretical and Empirical Relationships for the Intelligent transportation systems Interurban travel
Quality of Flow and for a New Level of Service Improved Flow-Based Travel Time Estimatior Multiobjective Approach to Long-Term Interurban
on Two-Lane Highways Abishai Polus and Method from Point Detector Data for Fr Multilevel Road Network Planning Bruno
Moshe Cohen; 135 (6), 380-5 (2009) LelithaD . Vanajakshi, Billy M. W Santos, Antonio Antunes, and Eric Miller; 135
Highway Project Level Life Cycle Benefit/Cost Laurence R. Rilett; 135 (1), 26-36 (2009 )) 640-9 (2009)
Analysis under Certainty, Risk, and Uncertainty Kalman Filter Approtoa Scpehed Estimation Usir Investments
Methodology with Case Study Zongzhi Li Single Loop Detector Measurements under Cor Application of Shackle’s Model and System Opti-
and Sunil Madanu; 135 (8), 516-26 (2009) gested Conditions Jianhua Guo ca ization for Highway Investment Decision
Multiobjective Approach to Long-Term Interurban and Brian L. Smith; 135 (12), 927-34 (2009 Making under Uncertainty Zongzhi Li and
JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2009 / 1017
Kumares C. Sinha; 135 (3), 129-39 (2009). Numerical and Experimental Assessment of Ad- Performance — M. H. Ray, C. Silvestri, C. E.
Stochastic Optimization Model and O(N”) Solution vanced Concepts to Reduce Noise and Vibration Conron, and M. Mongiardini; 135 (10), 711-20
Algorithm for Highway Investment Decision on Urban Railway Turnouts — Ioannis Anasta- (2009)
Making under Budget Uncertainty — Zongzhi sopoulos, Stefano Alfi, George Gazetas, Stefano Mixtures
Li; 135 (6), 371-9 (2009). Bruni, and André Van Leuven; 135 (5), 279-87 Effect of Compaction Mode on the Mechanical Per-
(2009). formance and Variability of Asphalt Mixtures
lowa
Sensitivity Analysis of Rigid Pavement Systems Train-Induced Vibrations on Urban Metro and Alistair E. Hunter, Liam McGreavy, and Gordon
Using the Mechanistic-Empirical Design Guide Tram Turnouts — Stefano Bruni, loannis Anas- D. Airey; 135 (11), 839-51 (2009).
tasopoulos, Stefano Alfi, André Van Leuven,
Software — Alper Guclu, Halil Ceylan, Kasthu- Modal split
Marios Apostolou, and George Gazetas; 135 (7),
rirangan Gopalakrishnan, and Sunghwan Kim; Including Minor Modes of Transport in a Tour-
397-405 (2009).
135 (8), 555-62 (2009). Based Mode Choice Model with Household
Investigation of Violation Reduction at Intersection Cleaning Porous Pavements Using a Reverse Flush Interactions — Matthew J. Roorda, Dylan Pass
Approaches with Automated Red Light Running Process — Nilesh Arjun Shirke and Scott Shuler; more, and Eric J. Miller; 135 (12), 935-45
Enforcement Cameras in Clive, lowa, Using a 135 (11), 832-8 (2009). (2009)
Cross-Sectional Analysis — Eric J. Fitzsim- Maintenance costs Models
mons, Shauna L. Hallmark, Massiel Orellana, Annualized Road Works Cost Estimates for Un- Modeling Airport Operations Affected by a Large-
Thomas McDonald, and David Matulac; 135 paved Roads — George Huntington and Khaled Scale Disruption — Milan Janic; 135 (4), 206-16
(12), 984-9 (2009). Ksaibati; 135 (10), 702-10 (2009) (2009)
Kalman filters Mapping Roads Performance Modeling and Management
Kalman Filter Approach to Speed Estimation Using Effects of Controlling Parameters on Performance System from Two Condition Data Points: Case
Single Loop Detector Measurements under Con- of a Decision-Rule Map-Matching Algorithm — Study of Costa Rica — Luis Esteban Amador-
gested Conditions — Jianhua Guo, Jingxin Xia, Carola A. Blazquez and Alan P. Vonderohe; 135 Jiménez and Donath Mrawira; 135 (12),
and Brian L. Smith; 135 (12), 927-34 (2009). (12), 966-73 (2009). 999-1007 (2009).
Markov process
Laminates Moisture
Framework Development of Performance Predic-
Selecting Construction Measures for Mitigating Integration of Moisture Sensitivity Testing with
tion Models for Concrete Bridges — Y. N. Yang,
Early-Age Delamination in CRC Pavements Gyratory Mix Design and Mechanistic-
H. J. Pam, and M. M. Kumaraswamy; 135 (8),
Made with Gravel Aggregates — Juanyu Liu and Empirical Pavement Design — Tamer M. Brea-
545-54 (2009).
Dan G. Zollinger; 135 (8), 572-9 (2009). kah, Jason P. Bausano, and R. Christopher
Use of Soft Computing Applications to Model Per- Williams; 135 (11), 852-7 (2009)
Laws vious Concrete Pavement Condition in Cold
Determinants of Speeding Behavior of Drivers in Climates — Amir Golroo and Susan Tighe; 135 Monte Carlo method
Al Ain (United Arab Emirates) — Arif (11), 791-800 (2009). Crash Injury Severity Analysis Using Bayesian Or-
Mehmood; 135 (10), 721-9 (2009). dered Probit Models — Yuanchang Xie, Yun-
Maryland long Zhang, and Faming Liang; 135 (1), 18-25
Left-turns Sampling Protocol for Condition Assessment of Se- (2009)
Influence of Intersection Geometrics on the Opera- lected Assets — Ricardo A. Medina, Ali
Impacts of Intercycle Demand Fluctuations on
tion of Triple Left-Turn Lanes — Thobias Sando Haghani, and Nicholas Harris; 135 (4), 183-96
Delay — Lee D. Han, Jan-Mou Li, and Tom
and Ren Moses; 135 (5), 253-9 (2009). (2009).
Urbanik; 135 (5), 288-96 (2009).
Life cycles Material properties
Multiple objective analysis
Highway Project Level Life-Cycle Benefit/Cost Potential Applications of Nanotechnology in Pave-
Illustrative Field Configuration and Evaluation of
Analysis under Certainty, Risk, and Uncertainty: ment Engineering — Wynand JvdM Steyn; 135
Traffic-Responsive Control — Montasir M.
Methodology with Case Study — Zongzhi Li (10), 764-72 (2009).
Abbas, Geza Pesti, Nadeem A. Chaudhary, and
and Sunil Madanu; 135 (8), 516-26 (2009). Matheniatical models
Pengfei Li; 135 (9), 591-9 (2009).
Stop-Controlled Intersection Sight Distance: Minor
Load transfer Establishing the. Weights of Performance Criteria’
Road on Tangent of Horizontal Curve — M. Z.
Load Transfer Characteristics of Dowel Bar System Case Studies in Transportation Facility
in Jointed Concrete Pavement — Swati Roy A. Ali, Said M. Easa, and M. Hamed; 135 (9), Management — Kumares C. Sinha, Vandana Pa-
650-7 (2009).
Maitra, K. S. Reddy, and L. S. Ramachandra; tidar, Zongzhi Li, Samuel Labi, and Paul D.
135 (11), 813-21 (2009). Measurement Thompson; 135 (9), 619-31 (2009).
Potential Freeway Congestion Severity Measure:
Location Multiobjective Approach to Long-Term Interurban
Impact of Continuous Congestion Patterns —
Integrated Short-Term and Long-Term MCDM Multilevel Road Network Planning — Bruno
Jungwook Jun and In-Kyu Lim; 135 (5), 316-21
Model for Solving Location Selection Problems Santos, Antonio Antunes, and Eric Miller; 135
(2009).
— Chien-Chang Chou; 135 (11), 880-93 (2009). (9), 640-9 (2009)
Establishing the Weights of Performance Criteria:
Logistics Case Studies in Transportation Facility Upgrading Arc Median Shortest Path Problem for
Highway Work Zone Risk Factors and Their Impact Management — Kumares C. Sinha, Vandana Pa- an Urban Transportation Network Kali P.
on Crash Severity — Yingfeng Li and Yong Bai; tidar, Zongzhi Li, Samuel Labi, and Paul D. Nepal, Dongjoo Park, and Chang-Ho Choi; 135
135 (10), 694-701 (2009). Thompson; 135 (9), 619-31 (2009). (10), 783-90 (2009).
Integrated Short-Term and Long-Term MCDM Estimation of Waviness of the Longitudinal Road Nanotechnology
Model for Solving Location Selection Problems Profile from Straightedge Measurement — Old- Potential Applications of Nanotechnology in Pave-
— Chien-Chang Chou; 135 (11), 880-93 (2009). rich Kropaé and Peter Micka; 135 (11), 801-12 ment Engineering — Wynand JvdM Steyn; 135
Maintenance (2009). (10), 764-72 (2009).
Simulation-Based Study on a Lane-Based Signal Mechanistic models Network design
System for Merge Control at Freeway Work Validated Mechanistic Model for Geogrid Base Re- Capacity Expansion Problem for Large Urban
Zones — Ning Yang, Gang-Len Chang, and inforced Flexible Pavements — Jayhyun Kwon, Transportation Networks — Tom V. Mathew and
Kyeong-Pyo Kang; 135 (1), 9-17 (2009). Erol Tutumluer, and Imad L. Al-Qadi; 135 (12), Sushant Sharma; 135 (7), 406-15 (2009).
Sampling Protocol for Condition Assessment of Se- 915-26 (2009). Transit Route Network Design Problem: Review —
lected Assets — Ricardo A. Medina, Ali Missouri Konstantinos Kepaptsoglou and Matthew
Haghani, and Nicholas Harris; 135 (4), 183-96 Experience with Cable Median Barriers in the Karlaftis; 135 (8), 491-505 (2009).
(2009). United States: Design Standards, Policies, and Multiobjective Approach to Long-Term Interurban
1018 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2009
Multilevel Road Network Planning Bruno Multiobjective Approach to Long-Term Interurbar Pavements
Santos, Anténio Antunes, and Eric Miller; 135 Multilevel Road Network Planning Bruno Normalized Resilient Modulus Model for Subbase
(9), 640-9 (2009). Santos, Antonio Antunes, and Eric Miller; 135 and Subgrade Based on Stress-Dependent
Neural networks (9), 640-9 (2009) Modulus Degradation Junhwan Lee, Jihwan
Artificial Neural Network Approach to Estimating Data Envelopment Analysis as a Decision-Makin Kim, and Beongjoon Kang; 135 (9), 600-10
Stiffness Behavior of Rubberized Asphalt Con Tool for Transportation Professionals M (2009)
crete Containing Reclaimed Asphalt Pavement met Egemen Ozbek, Jestis M. d G Simulation of Dynamic Effects of Vehicles on
Feipeng Xiao and Serji N. Amirkhanian; 135 Konstantinos Triantis; 135 (11), 822-31 (2009 Pavement Using a 3D Interaction Model X.
(8), 580-9 (2009). Oregon M. Shi and C. S. Cai: 135 (10), 736-44 (2009)
New York Experience with Cable Median B Potential Applicationso f Nanotechnology in Pave-
Experience with Cable Median Barriers in the United States: Desig mn Star ; nent Engineering — Wynand JvdM Steyn; 135
United States: Design Standards, Policies, and -erformance M. H. Ray, C. S stri, C. | 10), 764-72 (2009)
C(Po2e0nr0rf9oo)nr ,m anacned M. MMo. ngHi.a rdRianyi, ; C. 13S5i l(v1e0s)t, ri7,1 C1.- 2I0 C(o2n0r0o9n), and M. Mongiardini 5 (10), 7 > ( ProWcne sg s PorouNsi lePsahv eAmrejnutn s ShUisrikneg ana d ReSvceotrts e ShFulluesr:h
Parameters 35 (11), 832-8 (2009)
Noise control
Numerical and Experimental Assessment of Ad Validation of Perspective View rk Closed-Form Solutions for Bimodal Axle Load
vanced Concepts to Reduce Noise and Vibration mating Road Horizontal Curvatur I Spectra and Relative Pavement Damage
on Urban Railway Turnouts loannis Anasta Wang and Said M. Easa: 135 (2), 74-80 (2009 Estimation Syed Wagar Haider, Ronald $
sopoulos, Stefano Alfi, George Gazetas, Stefano rransit Route Network Design Proble R Harichandran, and Monther B. Dwaikat; 135
Bruni, and André Van Leuven; 135 (5), 279-87 Konstantinos Kepaptsoglou M 174-83 (2009 .
(2009) Karlaftis:; 135 (8), 491-505 Pedestrians
Nonlinear analysis Parking facilities Right Turns on Green and Pedestrian Level of Ser
Validated Mechanistic Model for Geogrid Base Re Using M/M Queueing Model in On-S tk Statistical Assessment SarahM . L. Hub
inforced Flexible Pavements — Jayhyun Kwon ing Maneuvers Angel Ibeas Por Bo ird, Darcy M. Bullock, and Fred L. Mannering:
Erol Tutumluer, and Imad L. Al-Qadi; 135 (12), Alonso Orefia, José Luis Moura B 35 (4). 153-9 (2009)
915-26 (2009) Francisco José Ruisaénchez D Pedestrian and Vehicle Flow Calibration in Multi-
North Carolina §27-35 (2009) dal Traffic Microsimulation Muhammad
Experience with Cable Median Barriers in the Pavement design Moazzam Ishaque and Robert B. Noland; 135
United States: Design Standards, Policies, “and Effects of Design and Site Factors on Roughr 6), 338-48 (2009)
Performance M. H. Ray, C. Silvestri, C. I Development in Flexible Pavement S\
Pennsylvania
Conron, and M. Mongiardini; 135 (10), 711-20 Wagar Haider and Karim Chatti 5 (3 2-2
(2009) (2009) \ppraisal of the Interactive Highway Safety De
Model's Crash Prediction and Design Con
Offshore structures CalBack Enhancing Caltrar M Sistency Modules Case Studies from
Zero-Radius Bend Method to Trigger Lateral Empirical Pavement Design Proces hN Pennsylvania — Eric T. Donnell, Francis Gross,
Buckles Ralf Peek and Nils @. Kristiansen Back-Calculation Software Qing Lu, Per | Brandon P. Stodart, and Kenneth S. Opiela; 135
135 (12), 946-52 (2009). lidtz, Imad Basheer, Khalid Ghuzl ? 62-73 (2009)
Optimization M. Signore: 135 (7), 479-88 (2009
Use of a Hybrid Algorithm for Modeling Coordi Sensitivity Analysis of Rigid Paveme Syster Pipeline design
nated Feeder Bus Route Network at Suburban Using the Mechanistic-Empirical Design Gt Pullout Resistance Characteristicso f Cast Iron Pipe
Railway Station Prabhat Shrivastava and Software Alper Guclu, Halil ( Kast Omer Bilgin and Harry E. Stewart: 135 (10)
30-5 (2009
Margaret O’ Mahony; 135 (1); 1-8 (2009) rirangan Gopalakrishnan, and Sur an Kir
Application of Shackle’s Model and System Opti 135 (8), 555-62 (2009) Pipelines
mization for Highway Investment Decision Climate Change Implications for Flexible Pa\ Correction to the Infinite Mode for Lateral Buck-
Making under Uncertainty Zongzhi Li and ment Design and Performance S ¢ g of Pipelines Ralf Peek: 135 (9), 668-9
Kumares C. Sinha; 135 (3), 129-39 (2009) Canada grian N. Mills, Susan L. Tighe, Jear 2009
Advances in Genetic Algorithm Optimization of Andrey, James T. Smith, and Ken H 35 Radius Bend Method to Trigger Lateral
Traffic Signals Khewal Bhupendra Kesur; (10). 773-82 (2009) BBuucckkll es Ralf Peek and Nils @. Kristiansen;
135 (4), 160-73 (2009). Integration of Moisture Sensitivity Te 135 (] 2). 946-52 (2009)
Optimization of Speed Control Hump Profiles — S Gyratory Mix Desig‘ n and M Pipes
Caglar Baslamisli and Y. Samim Unliisoy; 135 Empirical Pavement Design lamer M. Bre Pullout Resistance Characteristics of Cast Iron Pipe
(5), 260-9 (2009). kah, Jason P. Bausano, and R. ( stop Omer Bilgin and Harry E. Stewart; 135 (10).
Pavement Preservation Optimization Considering Williams; 135 (11), 852-7 (2009 3-5 (2009)
Multiple Objectives and Budget Variability Pavement management Planning
Zheng Wu and Gerardo W. Flintsch; 135 (5) Pavement Preservation Optimization ¢
Multiobjective Approach to Long-Term Interurban
305-15 (2009) Multiple Objectives and Budget Va it
Multilevel Road Network Planning Bruno
Capacity Expansion Problem for Large Urban Zheng Wu and Gerardo W. Flints 35 (5
Santos, Antonio Antunes, and Eric Miller; 135
Transportation Networks — Tom V. Mathew and 305-15 (2009) )) 640-9 (2009
wn Sushant Sharma; 135 (7), 406-15 (2009) Evaluating the Cost Effectiveness of FI le R
Roads Performance Modeling and Management habilitation Treatments Using Different Perfor Porous media
System from Two Condition Data Points: Case mance Criteria Muhammad Irfar > Cleaning Porous Pavements Using a Reverse Flush
an Study of Costa Rica Luis Esteban Amador mad Bilal Khurshid, Samuel Labi, and W Nilesh Arjun Shirke and Scott Shuler:
nd Jiménez and Donath Mrawira; 135 (12) Flora: 135 (10). 753-63 (2009) 35 (11). 832 & (2009
999-1007 (2009). Climate Change Implications for Flexible Pa Power spectral density
Optimization models ment Design and Performance in Southert Estimation of Waviness of the Longitudinal Road
CW Optimization Method for Highway Horizontal Canada BrianN . Mills, Susan L. Tighe, Jea Profile from Straightedge Measurement — Old
Alignment Design Yusin Lee, You-Ren Tsou Andrey, James T. Smith, and Ken Huen; 135 rich Kropaé and Peter Muicka; 135 (11), 801-12
an and Hsiao-Liang Liu; 135 (4), 217-24 (2009) (10). 773-82 (2009) 2009)
JOURNAL OF TRANSPORTATION ENGINEERING © ASCE /D ECEMBER 2009 / 1019
Predictions Transit: Mumbai Study — Rajat Rastogi and K. Model Specifications — Sudhanshu Sekhar Das,
Appraisal of the Interactive Highway Safety De- V. Krishna Rao; 135 (8), 506-15 (2009). Bhargab Maitra, and Manfred Boltze: 135 (6),
sign Model’s Crash Prediction and Design Con- Reflection 330-7 (2009).
sistency Modules: Case Studies from Synthesis of Sign Deterioration Rates across the Pilot Car Wait-Time Notification System — Marga- |
Pennsylvania — Eric T. Donnell, Francis Gross, United States — Venkata Pavan K. Immaneni, ret J. Rys and Romal S. Jacob; 135 (11), 858-63
Brandon P. Stodart, and Kenneth S. Opiela; 135 Joseph E. Hummer, William J. Rasdorf, Eliza- (2009)
(2), 62-73 (2009). beth A. Harris, and Chunho Yeom; 135 (3), Safety
Framework Development of Performance Predic- 94-103 (2009). Appraisal of the Interactive Highway Safety De
tion Models for Concrete Bridges — Y. N. Yang, Rehabilitation sign Model’s Crash Prediction and Design Con
H. J. Pam, and M. M. Kumaraswamy; 135 (8), Evaluation of Current Repair Criteria for Longitu- sistency Modules: Case Studies from
545-54 (2009). dinal Barrier with Crash Damage Douglas J. Pennsylvania — Eric T. Donnell, Francis Gross,
Pricing Gabauer and Hampton C. Gabler; 135 (4), Brandon P. Stodart, and Kenneth S. Opiela: 135
Dynamic Tolling Strategies for Managed Lanes 225-34 (2009). (2), 62-73 (2009).
Yafeng Yin and Yingyan Lou; 135 (2), 45-52 Finite-Element Model for Urban Pavement Rut- Disaggregate Propensity Study on Red Light Run
(2009). ting: Analysis of Pavement Rehabilitation ning Crashes Using Quasi-Induced Exposure
Public information programs Methods — Bassem Ali, Marwan Sadek, and Method — Helai Huang and Hoong Chor Chin;
Long-Term Speed Compliance and Safety Impacts Isam Shahrour; 135 (4), 235-9 (2009). 135 (3), 104-11 (2009).
of Rational Speed Limits — Hojun “Daniel” Sensitivity Analysis of Rigid Pavement Systems Highway Work Zone Risk Factors and Their Impact
Son, Michael D. Fontaine, and Byungkyu Using the Mechanistic-Empirical Design Guide on Crash Severity — Yingfeng Li and Yong Bai;
“Brian” Park; 135 (8), 536-44 (2009). Software — Alper Guclu, Halil Ceylan, Kasthu- 135 (10), 694-701 (2009).
Public transportation rirangan Gopalakrishnan, and Sunghwan Kim;
Sampling
Valuing Travel Attributes of Rural Feeder Service 135 (8), 555-62 (2009).
Sampling Protocol for Condition Assessment of Se
to Bus Stop: Comparison of Different Logit Evaluating the Cost Effectiveness of Flexible Re- lected Assets Ricardo A. Medina, Ali
Model Specifications — Sudhanshu Sekhar Das, habilitation Treatments Using Different Perfor- Haghani, and Nicholas Harris; 135 (4), 183-96
Bhargab Maitra, and Manfred Boltze; 135 (6), mance Criteria — Muhammad Irfan, Muham- (2009)
330-7 (2009). mad Bilal Khurshid, Samuel Labi, and William
Scheduling
Transit Route Network Design Problem: Review — Flora; 135 (10), 753-63 (2009).
Use of a Hybrid Algorithm for Modeling Coordi-
Konstantinos Kepaptsoglou and Matthew Reinforced concrete
nated Feeder Bus Route Network at Suburban
Karlaftis; 135 (8), 491-505 (2009). Finite-Element Modeling and Analysis of Rein-
Railway Station Prabhat Shrivastava and
Segmentation Analysis of Commuters Accessing forced Concrete Box Culverts — Anil K. Garg
Margaret O’ Mahony; 135 (1), 1-8 (2009)
Transit: Mumbai Study — Rajat Rastogi and K. and Ali Abolmaali; 135 (3), 121-8 (2009).
V. Krishna Rao; 135 (8), 506-15 (2009). Residual stress Sea floor
Zero-Radius Bend Method to Trigger Lateral
Pullout Validated Mechanistic Model for Geogrid Base Re-
Buckles Ralf Peek and Nils @. Kristiansen:
Pullout Resistance Characteristics of Cast Iron Pipe inforced Flexible Pavements — Jayhyun Kwon,
135 (12), 946-52 (2009).
— Omer Bilgin and Harry E. Stewart; 135 (10), Erol Tutumluer, and Imad L. Al-Qadi; 135 (12),
730-5 (2009). 915-26 (2009). Seasonal variations
Queueing Resilient modulus Multivariate Traffic Forecasting Technique Using
Theoretical and Empirical Relationships for the Normalized Resilient Modulus Model for Subbase Cell Transmission Model and SARIMA Model
Quality of Flow and for a New Level of Service and Subgrade Based on Stress-Dependent — W. Y. Szeto, Bidisha Ghosh, Biswajit Basu,
on Two-Lane Highways — Abishai Polus and Modulus Degradation — Junhwan Lee, Jihwan and Margaret O’Mahony; 135 (9), 658-67
Moshe Cohen; 135 (6), 380-5 (2009). Kim, and Beongjoon Kang; 135 (9), 600-10 (2009)
Using M/M/* Queueing Model in On-Street Park- (2009). Sensitivity analysis
ing Maneuvers — Angel Ibeas Portilla, Borja Rigid pavements Sensitivity Analysis of Rigid Pavement Systems
Alonso Orefia, José Luis Moura Berodia, and Sensitivity Analysis of Rigid Pavement Systems Using the Mechanistic-Empirical Design Guide
Francisco José Ruisanchez Diaz; 135 (8), Using the Mechanistic-Empirical Design Guide Software Alper Guclu, Halil Ceylan, Kasthu
527-35 (2009). Software — Alper Guclu, Halil Ceylan, Kasthu- rirangan Gopalakrishnan, and Sunghwan Kim;
Railroad station rirangan Gopalakrishnan, and Sunghwan Kim; 135 (8), 555-62 (2009).
Use of a Hybrid Algorithm for Modeling Coordi- 135 (8), 555-62 (2009). Artificial Neural Network Approach to Estimating
nated Feeder Bus Route Network at Suburban Risk management Stiffness Behavior of Rubberized Asphalt Con-
Railway Station — Prabhat Shrivastava and Highway Project Level Life-Cycle Benefit/Cost crete Containing Reclaimed Asphalt Pavement
Margaret O’ Mahony; 135 (1), 1-8 (2009). Analysis under Certainty, Risk, and Uncertainty — Feipeng Xiao and Serji N. Amirkhanian; 135
Railroad tracks Methodology with Case Study — Zongzhi Li (8), 580-9 (2009).
Train-Induced Vibrations on Urban Metro and and Sunil Madanu; 135 (8), 516-26 (2009). , Simulation
Tram Turnouts — Stefano Bruni, Ioannis Anas- Highway Work Zone Risk Factors and Their Impact Simulation-Based Study on a Lane-Based Signal
tasopoulos, Stefano Alfi, André Van Leuven, on Crash Severity — Yingfeng Li and Yong Bai; System for Merge Control at Freeway Work
Marios Apostolou, and George Gazetas; 135 (7), 135 (10), 694-701 (2009). Zones Ning Yang, Gang-Len Chang, and
397-405 (2009). Rubber Kyeong-Pyo Kang; 135 (1), 9-17 (2009).
Railroad trains Artificial Neural Network Approach to Estimating Pedestrian and Vehicle Flow Calibration in Multi
Train-Induced Vibrations on Urban Metro and Stiffness Behavior of Rubberized Asphalt Con- modal Traffic Microsimulation Muhammad
Tram Turnouts — Stefano Bruni, Ioannis Anas- crete Containing Reclaimed Asphalt Pavement Moazzam Ishaque and Robert B. Noland: 135
tasopoulos, Stefano Alfi, André Van Leuven, — Feipeng Xiao and Serji N. Amirkhanian; 135 (6), 338-48 (2009).
Marios Apostolou, and George Gazetas; 135 (7), (8), 580-9 (2009). Microscopic Dual-Regime Model for Single-Lane
397-405 (2009). Rural areas Roundabouts — Estelle Chevallier and Ludovic
Rapid transit systems Operational Performance Assessment for Two- Leclercq; 135 (6), 386-94 (2009)
Transit Route Network Design Problem: Review — Lane Highway Facilities — Qingyong Yu and Harnessing the Power of Microscopic Simulation
Konstantinos Kepaptsoglou and Matthew Scott S. Washburn; 135 (4), 197-205 (2009). to Evaluate Freeway Service Patrols
Karlaftis; 135 (8), 491-505 (2009) Valuing Travel Attributes of Rural Feeder Service Yongchang Ma, Mashrur Chowdhury, Ryan
Segmentation Analysis of Commuters Accessing to Bus Stop: Comparison of Different Logit Fries, and Kaan Ozbay; 135 (7), 427-39 (2009)
1020 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2009
Desired Time Gap and Time Headway in Steady Estimating Highway Capacity Considering Two Estimation of Waviness of the Longitudinal Road
State Car-Following on Two-Lane Roads Regime Models Jun Yao, Hesham Rakha Profile from Straightedge Measurement — Old-
Partha Pratim Dey and Satish Chandra; 135 (10), Hualiang (Harry) Teng, Valerian Kwigizile, and Fich Kropa¢ and Peter Miuitka; 135 (11), 801-12
687-93 (2009) Mohamed Kaseko; 135 (9), 670-6 (2009) (2009)
Simulation of Dynamic Effects of Vehicles on Highway Work Zone Risk Factors and TI Temperature effects
Pavement Using a 3D Interaction Model X on Crash Severity Yingfeng Li and Yong Ba Finite-Element Model for Urban Pavement Rut-
M. Shi and C. S. Cai; 135 (10), 736-44 (2009) 135 (10), 694-701 (2009) ing Analysis of Pavement Rehabilitation
Use of Soft Computing Applications to Model Per Effecto f Compaction Mode on the Mechar Per Methods Bassem Ali, Marwan Sadek, and
vious Concrete Pavement Condition in Cold formance and Variability of Asphalt Mixtur Isam Shahrour 135 (4), 235-9 (2009).
Climates Amir Golroo and Susan Tighe; 135 Alistair E. Hunter, Liam McGre ndG titect of Mixture Characteristics on Cooling Rate
(11), 791-800 (2009). D. Airey: 135 (11). 839-51 (2009 of Asphalt Pavements Chieh-Min Chang,
Simulation models Stiffness Yen-Jui Chang, and Jian-Shiuh Chen; 135 (5)
Including Minor Modes of Transport in a Tour Artificial Neural Network Approa Esti 304 (2009)
Based Mode Choice Model with Household Suffness Behavior of Rubberized Asphalt ¢ f rrecuior 1 to the Infinite Mode for Lateral Buck-
Interactions Matthew J. Roorda, Dylan-Pass crete Containing Reclaimed A P » of Pipelines Ralf Peek: 135 (9), 668-9
more, and Eric J Miller; 135 (12) 935-45 Feipeng Xiao and Serji N. Amirk M09
(2009) (8). 580-9 (2009) naattiioo n ot f Temperature Stress and Low-
Snow Effect of Compaction Mode on the M mperature Crack Spacing n Asphalt
Modeling Airport Operations Affected by a I arge formance and Variability of Ast tM P ments Pabitra Rajbongshi and Animesh
Scale Disruption Milan Janic; 135 (4), 206-16 Alistair E. Hunter, Liam McGrea G Das: 135 (10), 745-52 (2009),
(2009) D. Airey; 135 (11), 839-51 (20% Tests
Societal factors Stochastic models R *d Creep Behavior of Polypropylene Fiber-
Modeling the Effects of Socioeconomic Factors in Stochastic Optimization Model and O(N-) S Reinfor Bituminous Mixtures Serkan
Highway Construction and Expansion — Coray Algorithm for Highway Invest Ikin, Un Usar, Ahmet Tuncan, and Mustafa
Davis and Manoj K. Jha; 135 (12), 990-8 (2009) Making under Budget Uncert n: 135 (4), 240-9 (2009)
Li: 135 (6). 371-9 (2009
Soil-structure interaction Texas
Numerical and Experimental Assessment of Ad Stormwater management Selecting Construction Measures for Mitigating
vanced Concepts to Reduce Noise and Vibration Cleaning Porous Pavements Using aR rse | Early-Age Delamination in CRC Pavements
d on Urban Railway Turnouts loannis Anasta Process — Nilesh Arjun Shirke and Scott Sh Made with Gravel Aggregates Juanyu Liu and
sopoulos, Stefano Alfi, George Gazetas, Stefano 135 (11). 832-8 (2009) Dan G Zollinger: 135 (8). 572-9 (2009)
Bruni, and André Van Leuven; 135 (5), 279-87 Stratification Thermal stress
(2009) Segmentation Analysis of Commute \ Estimation of Temperature Stress and Low
ain-Induced Vibrations on Urban Metro and Transit: Mumbai Study Rajat R nd K Temperature Crack Spacing in Asphalt
Tram Turnouts Stefano Bruni, loannis Anas V. Krishna Rao; 135 (8), 506-15 Pavements Pabitra Rajbongshi and Animesh
tasopoulos, Stefano Aln, André Van Leuven Stress Das: 135 (10). 745-52 (2009)
Marios Aposatndo Gelorgoe uGaz,eta s; 135 (7 Normalized Resilient Modulus Mod S rhree-dimensional models
397-405 (2009) and Subgrade Based on Stress-D Simulation of Dynamic Effects of Vehicles on
Modulus Degradation Junhw I Jit
Spatial analysis Pavement Using a 3D Interaction Model X
Kim, and Beongjoon Kang be
Comparison of Methods for Defining Geographical M. Shi and C. S. Cai: 135 (10), 736-44 (2009).
(2009)
Connectivity for Variables of Trip Generation
Structural failures
Models Valerian Kwigizile and Hualiang Strategies for Managed Lanes
(Harry) Teng; 135 (7), 454-66 (2009) Saskatchewan Field Case Study of Triax i and Yingyan Lou; 135 (2), 45-52
Concept and Spatial Analysis Method of Urban En quency Sweep Characterization to Predict | ) WwyO
ure of a Granular Base across Inct f
vironmental Traffic Capacity Tie-zhu Li, Jin Content and Traffic Speed Applications — ¢ Time factors
shan Lin, Meng-ting Wu, and Xi-wei Wang; 135 tis BerthDiaena lPoodbotroc,hyn ski, Br Ma ~way Capacity by Day of the
(11), 873-9 (2009) jerison, and Ron Gerbrandt; 135 Week, Time of Day, and Segment Type — Jiy
(79 Spatial data (2009) Yeon, Sarah Hernandez, and Lily
Comparison of Methods for Defining Geographical Subgrades Elefteriadou:; 135 (7), 416-26 (2009)
~5nt CMoondneelcst ivity Vaflore riVaanr iaKblweisg izoifl e Triapn d GenHeuraaltiiaonng Exagmriandie ngB asek-dE onR elLaotaido-nDsehfilpe ctoifo n Pa(v ement eratSi c State>d TCiamre- FoGlalpo wianndg Toinm e THweoa-dLwaanye iRn oaSdtse ady-
(Harry) Teng; 135 (7), 454-66 (2009) B. H. Setiadji and T. F. Fwa : 10-§ Partha Pratim Dey and Satish Chandra; 135 (10),
Effects of Controlling Parameters on Performance (2009) 687-93 (2009)
al of a Decision-Rule Map-Matching Algorithm Normalized Resilient Modulus Model for S lime series analysis
rk Carola A. Blazquez and Alan P. Vonderohe; 135 and Subgrade Based on _ Stress-D Statistical Model for Forecasting Link Travel Time
nd (12), 966-73 (2009). Modulus Degradation Junhwan | jihwa Variability Keemin Sohn and Daehyun Kim;
35 (7 440-53 (2009)
Statistics Kim, and Beongjoon Kang 35 (9), 600
Right Turns on Green and Pedestrian Level of Set (2009) Toll roads
vice: Statistical Assessment Sarah M. L. Hub Suburbs Simulation-Based Investigation on High
bard, Darcy M. Bullock, and Fred L. Mannering; Use of a Hybrid Algorithm for Modeling ¢ Occupancy Toll Lane Operations for Washing-
135 (4), 153-9 (2009). nated Feeder Bus Route Network at Sub on State Route 167 — Guohui Zhang, Shuming
Statistical Model for Forecasting Link Travel Time Railway Station Prabhat Shrivast il Yan, and Yinhai Wang; 135 (10), 677-86 (2009)
Variability Keemin Sohn and Daehyun Kim: Margaret O’ Mahony; 135 (1), 1-8 (2009 Tolls
135 (7), 440-53 (2009). Surface roughness Dynamic Tolling Strategies for Managed Lanes
on Population Synthesis with Subregion-Level Con Effects of Design and Site Factors on Rou Yafeng Yin and Yingyan Lou; 135 (2), 45-52
trol Variable Aggregation Joshua A. Auld, Development in Flexible Pavement Syed 2009
an Abolfazl (Kouros) Mohammadian, and Kermit Wagar Haider and Karim Chatti; 135 (3), 112-20 Methodology SHAKER and the Capacity Analysis
Q) Wies; 135 (9), 632-9 (2009). (2009) f Five Toll Plazas — Marguerite L. Zarrillo and
JOURNAL OF TRANSPORTATION ENGINEERING © ASCE /D ECEMBER 2009 / 1021
A. Essam Radwan; 135 (3), 83-93 (2009). Traffic congestion of Five Toll Plazas — Marguerite L. Zarrillo and
Dynamic Tolling Strategies for Managed Lanes A. Essam Radwan; 135 (3), 83-93 (2009).
Traffic accidents
Crash Injury Severity Analysis Using Bayesian Or- Yafeng Yin and Yingyan Lou; 135 (2), 45-52 Disaggregate Propensity Study on Red Light Run-
dered Probit Models — Yuanchang Xie, Yun- (2009). ning Crashes Using Quasi-Induced Exposure
long Zhang, and Faming Liang; 135 (1), 18-25 Potential Freeway Congestion Severity Measure: Method — Helai Huang and Hoong Chor Chin;
(2009). Impact of Continuous Congestion Patterns 135 (3), 104-11 (2009).
Appraisal of the Interactive Highway Safety De- Jungwook Jun and In-Kyu Lim; 135 (5), 316-21 Advances in Genetic Algorithm Optimization of
sign Model’s Crash Prediction and Design Con- (2009). Traffic Signals — Khewal Bhupendra Kesur;
sistency Modules: Case Studies from Kalman Filter Approach to Speed Estimation Using 135 (4), 160-73 (2009).
Pennsylvania — Eric T. Donnell, Francis Gross, Single Loop Detector Measurements under Con Optimization of Speed Control Hump Profiles — S
Brandon P. Stodart, and Kenneth S. Opiela; 135 gested Conditions — Jianhua Guo, Jingxin Xia, Caglar Baslamisli and Y. Samim l nliisoy; w) A
(2), 62-73 (2009). and Brian L. Smith; 135 (12), 927-34 (2009). (5), 260-9 (2009)
Disaggregate Propensity Study on Red Light Run- Traffic control Potential Freeway Congestion Severity Measure
ning Crashes Using Quasi-Induced Exposure Advances in Genetic Algorithm Optimization of Impact of Continuous Congestion Patterns
Method — Helai Huang and Hoong Chor Chin; Traffic Signals — Khewal Bhupendra Kesur; Jungwook Jun and In-Kyu Lim; 135 (5), 316-21
135 (3), 104-11 (2009). 135 (4), 160-73 (2009). (2009)
Harnessing the Power of Microscopic Simulation Traffic control devices Microscopic Analysis of Service Delay at Uncon-
to Evaluate Freeway Service Patrols — Lane-Based Dynamic Merge Control Strategy trolled Intersections in Mixed Traffic Conditions
Yongchang Ma, Mashrur Chowdhury, Ryan Based on Optimal Thresholds for Highway Satish Chandra, Abhishek Agrawal, and
Fries, and Kaan Ozbay: 135 (7), 427-39 (2009). Work Zone Operations — Kyeong-Pyo Kang Ashalatha Rajamma; 135 (6), 323-9 (2009).
Long-Term Speed Compliance and Safety Impacts and Gang-Len Chang; 135 (6), 359-70 (2009) Fuzzy Data Mining Approach for Quantifying Sig-
of Rational Speed Limits — Hojun “Daniel” Illustrative Field Configuration and Evaluation of nalized Intersection Level of Services Based on
Son, Michael D. Fontaine, and Byungkyu Traffic-Responsive Control Montasir M User Perceptions — Fang Clara Fang and Kelly
“Brian” Park; 135 (8), 536-44 (2009). Abbas, Geza Pesti, Nadeem A. Chaudhary, and Klaver Pecheux; 135 (6), 349-58 (2009).
Experience with Cable Median Barriers in the Pengfei Li; 135 (9), 591-9 (2009). Lane-Based Dynamic Merge Control Strategy
United States: Design Standards, Policies, and Traffic delay Based on Optimal Thresholds for Highway
Performance — M. H. Ray, C. Silvestri, C. E. Advances in Genetic Algorithm Optimization of Work Zone Operations — Kyeong-Pyo Kang
Conron, and M. Mongiardini; 135 (10), 711-20 Traffic Signals — Khewal Bhupendra Kesur; and Gang-Len Chang; 135 (6), 359-70 (2009)
(2009). 135 (4), 160-73 (2009). Microscopic Dual-Regime Model for Single-Lane
Traffic analysis Traffic flow Roundabouts — Estelle Chevallier and Ludovic
Traffic Data Collection under Mixed Traffic Condi- Improved Flow-Based Travel Time Estimation Leclercq: 135 (6), 386-94 (2009).
tions Using Video Image Processing — C. Mal- Method from Point Detector Data for Freeways Harnessing the Power of Microscopic Simulation
likarjuna, A. Phanindra, and K. Ramachandra Lelitha D. Vanajakshi, Billy M. Williams, and to Evaluate Freeway Service Patrols
Rao; 135 (4), 174-82 (2009). Laurence R. Rilett; 135 (1), 26-36 (2009) Yongchang Ma, Mashrur Chowdhury, Ryan
Traffic assignment Influence of Intersection Geometrics on the Opera- Fries, and Kaan Ozbay; 135 (7), 427-39 (2009)
Capacity Expansion Problem for Large Urban tion of Triple Left-Turn Lanes — Thobias Sando Using M/M/~= Queueing Model in On-Street Park-
Transportation Networks — Tom V. Mathew and and Ren Moses; 135 (5), 253-9 (2009). ing Maneuvers Angel Ibeas Portilla, Borja
Sushant Sharma; 135 (7), 406-15 (2009). Pedestrian and Vehicle Flow Calibration in Multi- Alonso Orenia, José Luis Moura Berodia, and
Simulation-Based Investigation on High- modal Traffic Microsimulation Muhammad Francisco José Ruisanchez Diaz: 135 (8),
Occupancy Toll Lane Operations for Washing- Moazzam Ishaque and Robert B. Noland; 135 527-35 (2009).
ton State Route 167 — Guohui Zhang, Shuming (6), 338-48 (2009).
Illustrative Field Configuration and Evaluation of
Yan, and Yinhai Wang; 135 (10), 677-86 (2009). Theoretical and Empirical Relationships for the Traffic-Responsive Control Montasir M.
Traffic capacity Quality of Flow and for a New Level of Service Abbas, Geza esti, Nadeem A. Chaudhary, and
Methodology SHAKER and the Capacity Analysis on Two-Lane Highways — Abishai Polus and Pengfei Li; 135 (9), 591-9 (2009).
of Five Toll Plazas — Marguerite L. Zarrillo and Moshe Cohen; 135 (6), 380-5 (2009) Aggregate Fuel Consumption Model of Light-Duty
A. Essam Radwan; 135 (3), 83-93 (2009). Multivariate Traffic Forecasting Technique Using Vehicles for Evaluating Effectiveness of Traffic
Influence of Intersection Geometrics on the Opera- Cell Transmission Model and SARIMA Model Management Strategies on Fuels Guohua
tion of Triple Left-Turn Lanes — Thobias Sando W. Y. Szeto, Bidisha Ghosh, Biswajit Basu, Song, Lei Yu, and Zigianli Wang; 135 (9), 611-8
and Ren Moses; 135 (5), 253-9 (2009). and Margaret O'Mahony; 135 (9), 658-67 (2009)
Impacts of Intercycle Demand Fluctuations on (2009). Stop-Controlled Intersection Sight Distance: Minor
Delay — Lee D. Han, Jan-Mou Li, and Tom Desired Time Gap and Time Headway in Steady Road on Tangent of Horizontal Curve M. Z
Urbanik; 135 (5), 288-96 (2009). State Car-Following on Two-Lane Roads A. Ali, Said M. Easa, and M. Hamed; 135 (9),
Capacity Expansion Problem for Large Urban Partha Pratim Dey and Satish Chandra; 135 (10), 650-7 (2009)
Transportation Networks — Tom V. Mathew and 687-93 (2009). Concept and Spatial Analysis Method of Urban En-
Sushant Sharma; 135 (7), 406-15 (2009). Pilot Car Wait-Time Notification System — Marga- vironmental Traffic Capacity Tie-zhu Li, Jin
Differences in Freeway Capacity by Day of the ret J. Rys and Romal S. Jacob; 135 (11), 858-63 shan Lin, Meng-ting Wu, and Xi-wei Wang; 135
Week, Time of Day, and Segment Type — Jiy- (2009). (11), 873-9 (2009)
oun Yeon, Sarah Hernandez, and Lily Traffic Interactions between Motorized Vehicles Kalman Filter Approach to Speed Estimation Using
Elefteriadou; 135 (7), 416-26 (2009). and Nonmotorized Vehicles near a Bus Stop Single Loop Detector Measurements under Con-
Estimating Highway Capacity Considering Two- Xiao-Mei Zhao, Bin Jia, Zi-You Gao, and Rui gested Conditions — Jianhua Guo, Jingxin Xia,
Regime Models — Jun Yao, Hesham Rakha, Jiang; 135 (11), 894-906 (2009) and Brian L. Smith; 135 (12), 927-34 (2009).
Hualiang (Harry) Teng, Valerian Kwigizile, and Traffic management Investigation of Violation Reduction at Intersection
Mohamed Kaseko; 135 (9), 670-6 (2009). Simulation-Based Study on a Lane-Based Signal Approaches with Automated Red Light Running
Concept and Spatial Analysis Method of Urban En- System for Merge Control at Freeway Work Enforcement Cameras in Clive, lowa, Using a
vironmental Traffic Capacity — Tie-zhu Li, Jin- Zones — Ning Yang, Gang-Len Chang, and Cross-Sectional Analysis Eric J. Fitzsim-
shan Lin, Meng-ting Wu, and Xi-wei Wang; 135 Kyeong-Pyo Kang; 135 (1), 9-17 (2009). mons, Shauna L. Hallmark, Massiel Orellana,
(11), 873-9 (2009). Methodology SHAKER and the Capacity Analysis Thomas McDonald, and David Matulac; 135
1022 / JOURNAL OF TRANSPORTATION ENGINEERING © ASCE / DECEMBER 2009