Abstract Raw ITS data is commonly aggregated to 20-30sec intervals for collection and communication, and further aggregated to 1-60min intervals for archiving. This research project investigated select applications to assess the effects of temporal aggregation. Shockwave speeds at a freeway bottleneck were estimated using traffic state transition times at successive upstream loop detector stations. Transition times were identified using oblique cumulative vehicle-speed plots. This was done with disaggregate data and data at 8 increasing levels of temporal aggregation. The effects of aggregating the speed parameter over time were investigated with delay estimates. Hourly delay was estimated using disaggregate vehicle speeds and aggregated vehicles speeds, represented by the arithmetic mean. Conclusions Generally, larger aggregation intervals led to greater error in calculated traffic measures. The shock speed errors using aggregate data illustrate the effects of low time resolution. The Time Ratio is presented as a convenient measure of the time resolution of a certain combination of detector spacing and parameter speed. Time Ratios above 10 result in uncertainty below 10% for speeds from aggregate data. Delay estimates with aggregated data differ from the disaggregate estimates because of consolidated speeds and the averaging method (time mean speed). Aggregating speeds led to erroneous inclusion/exclusion of vehicles above/below the free flow speed. Using the time mean speed for aggregate travel time estimates had resulted in large under-estimates of disaggregate travel time and delay. If the variance in speeds is known, the disaggregate delay can be more accurately estimated with a formula for approximate space mean speed. Acknowledgements Funding and support for this project is provided by the Oregon Transportation Research and Education Consortium (OTREC). Temporal Aggregation Effects on ITS Data Applications Alexander Bigazzi and Dr. Robert Bertini, Portland State University All comparisons used the estimates from disaggregated data as ‘ground truth’. Loses information on:  Exact event timing (time resolution)  Parameter distribution (discrete vehicle characteristics) Trade-off of data costs and quality Generally, longer aggregation -> greater error Loop detectors from 3.5km of M4 in London 500 meter spacing Individual arrival times and speeds 24hr data over 5 weeks (1998) x t v min v max Travel Calculated from local max of oblique cumulative speed 25 week days, shock speed from land drop during AM commute Transition times at 5 stations -> shock speeds at 4 spacings 8 aggregation levels, up to 15 minutes Time resolution less critical at longer detector spacing Time ratio provides a 1-D assessment of the time resolution Estimated delay errors from using aggregated data: 1.Time mean speed underestimates delay 2.Aggregation reduces speed distributions and obscures vehicles over/under the free flow speed Time Ratio MAPE Calculated as estimated TT minus free flow TT Estimating space mean speed improves accuracy Combined effect of two errors larger than sum Aggregation Width (sec) True Delay (min) Calculated Delay (min) Delay (1,000 hrs) Aggregated Delay, Calculated and Lost 5min Aggregated Delay Estimates