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Transportation Economics of HighwayDevelopment PoliciesHoward
Highway Research in IowaMark Morris
39 other sections not shown
Accident Experience analysis applied asphalt asphaltic concrete attapulgite average speed beams binder course bituminous Bulletin cement clay coefficient committee constant construction control stations corrosion cracks crete curvature curves deformation density determined developed distribution drivers effect elastic Engineer Equation factors feet Figure film flow friction grade Highway Research Board horizontal I-beam Illite inches increase indicated interzonal isoquant joints kaolinite laboratory lanes length Lincoln Tunnel load material maximum measured ment method minimum sight distance mixtures modulus moisture movement observed obtained operation paint paper particles pavement percent percentage plastic plastic deformation Poisson's ratio pressure Queens Midtown Tunnel ratio reinforcement resurfacing road sample shear shear stresses shown shows slab soil soniscope specimens SPEED ZONING steel strain stress subgrade superelevation surface Table temperature tion traffic transportation transverse tube tunnel values variation vehicle velocity vertical volume zoning