Working Papers
Parent: California Partners for Advanced Transportation Technology
eScholarship stats: Breakdown by Item for June through September, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 92j590p6 | High Occupancy Vehicle/Toll Lanes: How Do They Operate and Where Do They Make Sense? | 534 | 27 | 507 | 5.1% |
| 9pz309w7 | The Cell Transmission Model: Network Traffic | 512 | 100 | 412 | 19.5% |
| 2mf058rd | Modernization of Center-to-Center Data Communication Standards: Sample Implementation Administration and User Guide | 467 | 293 | 174 | 62.7% |
| 5j4615sw | Paramics API Development Document for Actuated Signal, Signal Coordination and Ramp Control | 380 | 54 | 326 | 14.2% |
| 1xw8q5j1 | Connected Corridors: I-210 Aimsun Microsimulation Model | 308 | 152 | 156 | 49.4% |
| 726964qq | Reduce Emissions and Improve Traffic Flow Through Collaborative Autonomy | 251 | 63 | 188 | 25.1% |
| 84v8d9pc | On Fundamental Issues Of Vehicle Steering Control For Highway | 228 | 47 | 181 | 20.6% |
| 0378c1wc | Investigation of Vehicles as Probes Using Global Positioning System and Cellular Phone Tracking: Field Operational Test | 222 | 34 | 188 | 15.3% |
| 9366m38b | Combined Brake and Steering Actuator for Automatic Vehicle Control | 220 | 52 | 168 | 23.6% |
| 2gv111tv | Traffic Measurement and Vehicle Classification with a Single Magnetic Sensor | 216 | 46 | 170 | 21.3% |
| 9f17h2j0 | Using Vehicles Equipped with Toll Tags as Probes for Providing Travel Times | 206 | 30 | 176 | 14.6% |
| 2zz4b12p | Individual Vehicle Speed Estimation Using Single Loop Inductive Waveforms | 203 | 30 | 173 | 14.8% |
| 7n64466d | A Method for Relating Type of Crash to Traffic Flow Characteristics on Urban Freeways | 200 | 112 | 88 | 56.0% |
| 0b68h9cq | Travel of Diverse Populations: Literature Review | 190 | 23 | 167 | 12.1% |
| 2d83j1w9 | BTS (version 1.0): Bottleneck Traffic Simulator User's Manual | 188 | 33 | 155 | 17.6% |
| 02p763pf | Organizing For Its: Computer Integrated Transportation Phase 2: Results For Commercial Vehicle Operators | 182 | 77 | 105 | 42.3% |
| 4t05p2mp | Short Term Freeway Traffic Flow Prediction Using Genetically-Optimized Time-Delay-Based Neural Networks | 172 | 52 | 120 | 30.2% |
| 2gn3k3f8 | California Transportation Management Centers Part 1. Assessment Of Existing Capabilities | 171 | 30 | 141 | 17.5% |
| 5b5538s0 | Assessment of Service Integration Practices for Public Transportation: Review of the Literature | 168 | 45 | 123 | 26.8% |
| 4d84z60v | Models Of Commuters' Information Use And Route Choice: Initial Results Based On A Southern California Commuter Route Choice Survey | 166 | 27 | 139 | 16.3% |
| 3gh0890x | Vehicles As Probes | 154 | 44 | 110 | 28.6% |
| 8xn8m01v | Travel Time Estimation on the San Francisco Bay Area Network Using Cellular Phones as Probes | 148 | 31 | 117 | 20.9% |
| 1zr6p58h | Safety Aspects of Freeway Weaving Sections | 147 | 50 | 97 | 34.0% |
| 3pq977ts | Advanced Coordinated Traffic Responsive Ramp Metering Strategies | 147 | 25 | 122 | 17.0% |
| 6660p0zj | California System Architecture For Intelligent Transportation: Models For Transportation Systems Management | 146 | 19 | 127 | 13.0% |
| 9jj235kx | Lateral Control of Heavy Duty Vehicles for Automated Highway System: Experimental Study on a Tractor Semi-trailer | 146 | 47 | 99 | 32.2% |
| 4cd4x08c | Dynamic Modeling Of Tractor-semitrailer Vehicles In Automated Highway Systems | 145 | 24 | 121 | 16.6% |
| 7fm5q4hw | TMDD Standards Review Technical Memorandum | 143 | 47 | 96 | 32.9% |
| 8vr7w07h | TMDD Standards Update Recommendations – Data Structures | 143 | 46 | 97 | 32.2% |
| 744926sv | "Study of Traffic at a Freeway Merge and Roles for Ramp Metering" | 142 | 42 | 100 | 29.6% |
| 8dx3z7dd | Traffic Management Systems Performance Measurement: Working Paper #2 | 139 | 26 | 113 | 18.7% |
| 4t44v5rm | Berkeley Highway Lab Video Data Collection System | 135 | 54 | 81 | 40.0% |
| 2rf65598 | Current and Future Transportation Management High-Level Requirements Technical Memorandum | 128 | 46 | 82 | 35.9% |
| 7438m8wc | Median Light Rail Crossing: Accident Causation And Countermeasures | 128 | 17 | 111 | 13.3% |
| 20p1j2w7 | Freeway Performance Measurement System, PeMS v3, Phase 1: Final Report | 126 | 33 | 93 | 26.2% |
| 2fh4x5hp | Relationships Among Urban Freeway Accidents, Traffic Flow, Weather and Lighting Conditions | 126 | 21 | 105 | 16.7% |
| 6pq1x2tb | Experimental Studies on High Speed Vehicle Steering Control with Magnetic Marker Referencing System | 126 | 41 | 85 | 32.5% |
| 0hz5n8x2 | Event-based ATIS: Practical Implementation and Evaluation of Optimized Strategies (Part I) | 125 | 30 | 95 | 24.0% |
| 4mh8b630 | Study of Freeway Traffic Near an Off-Ramp | 124 | 41 | 83 | 33.1% |
| 3jb3r4p5 | Vehicle Lateral Warning, Guidance and Control Based on Magnetic Markers: PATH Report of AHSRA Smart Cruise 21 Proving Tests | 123 | 42 | 81 | 34.1% |
| 3ks1w9qc | Adaptive Signal Control System with On-line Performance Measure for Single Intersection | 123 | 41 | 82 | 33.3% |
| 84t190b3 | A Link-Based Variational Inequality Model for Dynamic Departure Time/Route Choice | 123 | 41 | 82 | 33.3% |
| 0n62j6nq | Implementing A Dynamic O-D Estimation Algorithm within the Microscopic Traffic Simulator Paramics | 120 | 16 | 104 | 13.3% |
| 0q05t0xf | Investigation Of An Optical Method To Determine The Presence Of Ice On Road Surfaces | 119 | 20 | 99 | 16.8% |
| 9f06j57g | Evaluation Methodologies for ITS Applications | 119 | 20 | 99 | 16.8% |
| 9ms1897t | A Multi-channel VANET Providing Concurrent Safety and Commercial Services | 119 | 23 | 96 | 19.3% |
| 4dt1k17h | Testing Daganzo's Behavioral Theory for Multi-lane Freeway Traffic | 118 | 37 | 81 | 31.4% |
| 5rn7f117 | Freeway Detector Data Analysis For Simulation Of The Santa Monica Freeway - Summary Report | 116 | 15 | 101 | 12.9% |
| 7vn9z1fb | Robust Computation of Optical Flow in a Multi-Scale Differential Framework | 116 | 26 | 90 | 22.4% |
| 8hx7190m | An Economic Analysis Of Network Deployment And Application To Road Pricing | 116 | 14 | 102 | 12.1% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.