Frame the context
Use Traffic Count, Turning Movement Count and Intersection Count and local road context to describe the question clearly.
North America · en-US
US traffic-data briefs often distinguish intersection and turning movements, link or mid-block volumes, pedestrian and bicycle activity, queue observations, parking and origin-destination evidence. The requested decision should determine the survey design.
This page describes remote project support and technical context for United States; it does not state an office location or authority approval.
United States project lens
A clear United States study brief connects local terminology and conditions to an agreed method, quality review and practical output.
Use Traffic Count, Turning Movement Count and Intersection Count and local road context to describe the question clearly.
Define each approach, movement, direction, class and interval in the survey plan. Align the data structure to the engineering analysis or modelling workflow that will use it.
Review the agreed periods, movement matrix, classifications and directional totals before delivery; note any approved project exceptions clearly.
Agree the spreadsheet, summary, visuals or supporting files your stakeholders need.
Common terminology includes Traffic Count, Turning Movement Count and Intersection Count. Define each approach, movement, direction, class and interval in the survey plan. Align the data structure to the engineering analysis or modelling workflow that will use it.
Turning movement counts commonly retain approach, left/through/right movement and interval context; pedestrian and bicycle movements can be included where scoped.
Use FHWA vehicle classes only when the US project specification asks for that framework and the source can support the required distinctions.
After the brief and source are reviewed, human analysts apply the approved location, movement, classification and interval rules. The data then passes scope, continuity, consistency and output checks before delivery. Recorded footage uses an approved secure-transfer route rather than the public enquiry form.
US deliverables may use turning-movement matrices, directional link tables, queues or project-defined vehicle classes; the agency or client template controls the final structure.
The final interval, movement, lane, class and summary structure follows the approved brief. A client template can be supported after its labels and rules are agreed; private templates and source files are never published.
View synthetic traffic count data examples →Review the agreed periods, movement matrix, classifications and directional totals before delivery; note any approved project exceptions clearly.
Traffic-data validation and QA/QC →Yes. Specify crossing locations, directions, time periods and whether movements must be separated from vehicle data.