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55SF Critic al Mechanical Properties of Structural Lightweight Concrete and the Effects of These Properties on the Design
735FDevelopment of a System for HighSpeed Measurement of Pavement Roughness Final Report by Roger S Walker
79lFNumerical Methods for Radial Triangulation by Robert D Turpin May l966
ANALYSIS OF VARIANCE AUSTIN TEST SECTIONS Center for Highway CHAPTER computed D-21 Mays Meters different Mays Meters Dynamics Profilometer SDP F test Federal Highway Administration feet frequency feet or shorter Fig A5.l flexible pavements Frank McCullough frequency band high SIP Highway Research HUNTSVILLE SECTIONS interpolated SI values linear odel long and short long waves Meter SI Standard MRM measurements MRM roughness MRM's NOVEMBER 21 Number P Reading October 22 odel for wavelength overall serviceability index pavement section obtained PIECEWISE LINEAR MODEL plot Pooled Variance power value profilometer SI PSR INTERVAL Reading m Variance repeated runs Replication Error Number riding quality Road Meter road profiles road sections roughness measurements sections with high sections with low Serviceability Indices obtained short waves SI's SIP values Standard Replication Error Surface Dynamics Profilometer Texas at Austin University of Texas upper confidence limit values are less Variance Deviation Wavelength Frequency feet wavelengths of 14.4