PURPOSEThe purpose of this report is to present a design procedure for CRCP for airports. The design procedure consists of: (a) determining CRCP thickness@ (b) determining longitudinal reinforcement@ (c) determining transverse reinforcement@ and (d) designing terminal treatment. The thickness design procedure is based on the stipulation that the same slab thickness be used for CRCP as would be determined for plain jointed concrete pavement. The performance of earlier CRCP designed for airport use indicates that reduced thicknesses are not adequate. CRCP performance at airports has been quite good where the thickness of the CRCP was comparable to the thickness of plain jointed concrete pavement. ?