Mission-Oriented Dust Control and Surface Improvement Processes for Unpaved Roads

Six subject areas prompted the broad field of inquiry of this mission-oriented dust control and surface improvement project for unpaved roads: • DUST--Hundreds of thousands of tons of dust are created annually by vehicles on Iowa's 70,000 miles of unpaved roads and streets. Such dust is often regarded as a nuisance by Iowa's highway engineers. • REGULATIONS--Establishment of "fugitive dust" regulations by the Iowa DEQ in 1971 has created debates, conferences, legal opinions, financial responsibilities, and limited compromises regarding "reasonable precaution" and "ordinary travel," both terms being undefined judgment factors. • THE PUBLIC--Increased awareness by the public that regulations regarding dust do in fact exist creates a discord of telephone calls, petitions, and increasing numbers of legal citations. Both engineers and politicians are frustrated into allowing either the courts or regulatory agencies to resolve what is basically a professional engineering responsibility. • COST--Economics seldom appear as a tenet of regulatory strategies, and in the case of "fugitive dust," four-way struggles often occur between the highway professions, political bodies, regulatory agencies, and the general public as to who is responsible, what can be done, how much it will cost, or why it wasn't done yesterday. • CONFUSION--The engineer lacks authority, and guidelines and specifications to design and construct a low-cost surfacing system are nebulous, i.e., construct something between the present crushed stone/gravel surface and a high-type pavement. • SOLUTION--The engineer must demonstrate that dust control and surface improvement may be engineered at a reasonable cost to the public, so that a higher degree of regulatory responsibility can be vested in engineering solutions.

[1]  Á. Kézdi,et al.  Stabilized earth roads , 1979 .

[2]  D. T. Davidson Soil stabilization with lime fly ash , 1961 .

[3]  R. M. Smith,et al.  Dust Deposition in Relation to Site, Season, and Climatic Variables1 , 1970 .

[4]  G. Eaton Windborne Volcanic Ash: A Possible Index to Polar Wandering , 1964, The Journal of Geology.

[5]  R D Strombom EMULSIFIED ASPHALTS IN MAINTENANCE OPERATIONS , 1974 .

[6]  J M Hoover,et al.  UNPAVED ROADS AS SOURCES FOR FUGITIVE DUST , 1975 .

[7]  A. Lutenegger Random-walk variable wind model for loess deposits , 1979 .

[8]  J W Roberts,et al.  COST AND BENEFITS OF ROAD, DUST CONTROL IN SEATTLE'S INDUSTRIAL VALLEY , 1975 .

[9]  L. R. Kittleman Mineralogy, Correlation, and Grain-Size Distributions of Mazama Tephra and Other Postglacial Pyroclastic Layers, Pacific Northwest , 1973 .

[10]  E. J. Yoder Principles of Pavement Design , 1959 .

[11]  J M Hoover SURFACE IMPROVEMENT AND DUST PALLIATION OF UNPAVED SECONDARY ROADS AND STREETS , 1971 .

[12]  O G Ingles,et al.  Soil stabilization: principles and practice, , 1972 .

[13]  Hassan A Sultan CHEMICAL STABILIZATION FOR CONTROL OF DUST AND TRAFFIC EROSION , 1976 .

[14]  Alan J. Lutenegger,et al.  THE IOWA K-TEST , 1978 .

[15]  I. R. Tabershaw,et al.  Oxidants: air quality criteria based on health effects. , 1968, Journal of occupational medicine. : official publication of the Industrial Medical Association.

[16]  Donald S. Berry,et al.  Highway engineering handbook , 1960 .

[17]  L. A. Palmer,et al.  THE THEORY OF STRESS AND DISPLACEMENTS IN LAYERED SYSTEMS AND APPLICATIONS TO THE DESIGN OF AIRPORT RUNWAYS , 1944 .

[18]  K. P. George,et al.  DEVELOPMENT OF A FREEZE-THAW TEST FOR DESIGN OF SOIL-CEMENT , 1963 .

[19]  J R Dougherty LOW-COST DUSTLESS SURFACING FOR SECONDARY ROADS , 1954 .