Rutting　measurement　is　critical　to　modern　pavement　modeling　and　management.　Over　the　years,　pavement　rutting　has　been　measured　manually　or　using　limited-point　automated　devices.　However,　such　lagging　technologies　and　outdated　protocols　have　led　to　the　＂rutting　depth＂-only　convention,　which　compromises　the　application　of　rutting　data.　Recently,　the　new　three-dimensional　(3D)　1-mm　pavement-surface　model　produced　with　a　novel　system　is　capable　of　providing　pavement　engineers　full-lane-width　high-resolution　transverse　profiles　for　rutting　analysis.　Multiple　rutting　characteristics,　such　as　rutting　cross-sectional　area　and　deformation,　can　be　consistently　derived　based　on　the　new　AASHTO　protocol　PP69-10.　To　provide　insight　into　PP69-10　rutting　parameters,　bulks　of　transverse　profile　data　collected　from　the　Arkansas　National　Highway　System　(NHS)　are　analyzed　in　this　study.　The　value　range　of　PP69-10　deformation　parameter　is　modeled　in　this　study　and　the　relationship　of　rutting　depth　measured　with　the　traditional　method　and　the　new　PP69-10　method　is　established.　Furthermore,　the　correlations　among　different　PP69-10　rutting　attributes　are　examined.　Results　presented　in　this　study　will　be　helpful　to　highway　agencies　in　shifting　the　state　of　the　practice　of　rutting　measurement.