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<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>W. H. Langer</dc:contributor>
  <dc:contributor>S.H. Miller</dc:contributor>
  <dc:creator>D. H. Knepper Jr.</dc:creator>
  <dc:date>1994</dc:date>
  <dc:description>Natural aggregate made from crushed stone and deposits of sand and gravel is a vital&#13;
element of the construction industry in the United States. Although natural aggregate is a high&#13;
volume/low value commodity that is relatively abundant, new sources of aggregate are becoming&#13;
increasingly difficult to find and develop because of rigid industry specifications, political&#13;
considerations, development and transporation costs, and environmental concerns, especially in&#13;
urban growth centers where much of the aggregate is used. As the demand for natural aggregate&#13;
increases in response to urban growth and the repair and expansion of the national infrastructure,&#13;
new sources of natural aggregate will be required. The USGS has recognized the necessity of&#13;
developing the capability to assess the potential for natural aggregate sources on Federal lands; at&#13;
present, no methodology exists for systematically describing and evaluating potential sources of&#13;
natural aggregate. Because remote sensing and airborne geophysics can detect surface and nearsurface&#13;
phenomena, these tools may useful for detecting and mapping potential sources of natural&#13;
aggregate; however, before a methodology for applying these tools can be developed, it is&#13;
necessary to understand the type, distribution, physical properties, and characteristics of natural&#13;
aggregate deposits, as well as the problems that will be encountered in assessing their potential&#13;
value.&#13;
There are two primary sources of natural aggregate: (1) exposed or near-surface igneous,&#13;
metamorphic, and sedimentary bedrock that can be crushed, and (2) deposits of sand and gravel&#13;
that may be used directly or crushed and sized to meet specifications. In any particular area, the&#13;
availability of bedrock suitable for crushing is a function of the geologic history of the area - the&#13;
processes that formed, deformed, eroded and exposed the bedrock. Deposits of sand and gravel&#13;
are primarily surficial deposits formed by the erosion, transportation by water and ice, and&#13;
deposition of bedrock fragments. Consequently, most sand and gravel deposits are Tertiary or&#13;
Quaternary in age and are most common in glaciated areas, alluvial basins, and along rivers and&#13;
streams.&#13;
The distribution of potential sources of natural aggregate in the United States is closely&#13;
tied to physiography and the type of bedrock that occurs in an area. Using these criteria, the&#13;
United States can be divided into 12 regions: western mountain ranges, alluvial basins, Columbia&#13;
Plateau, Colorado Plateau and Wyoming basin, High Plains, nonglaciated central region, glaciated&#13;
central region, Piedmont Blue Ridge region, glaciated northeastern and Superior uplands, Atlantic&#13;
and Gulf coastal plain, Hawaiian Islands, and Alaska. Each region has similar types of natural&#13;
aggregate sources within its boundary, although there may be wide variations in specific physical&#13;
and chemical characteristics of the aggregates within a region.&#13;
Conventional exploration for natural aggregate deposits has been largely a ground-based&#13;
operation (field mapping, sampling, trenching and augering, resistivity), although aerial photos&#13;
and topographic maps have been extensively used to target possible deposits for sampling and&#13;
testing. Today, the exploration process also considers other factors such as the availability of the&#13;
land, space and water supply for processing purposes, political and environmental factors, and distance from the market; exploration and planning cannot be separated.&#13;
There are many physical properties and characteristics by which aggregate material is&#13;
judged to be acceptable or unacceptable for specific applications; most of these properties and&#13;
characteristics pertain only to individual aggregate particles and not to the bulk deposit. For&#13;
example, properties of crushed stone aggregate particles such as thermal volume change,&#13;
solubility, oxidation and hydration reactivity, and particle strength, among many others, are&#13;
important consi</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/ofr94158</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>U.S. Geological Survey,</dc:publisher>
  <dc:title>Remote sensing and airborne geophysics in the assessment of natural aggregate resources</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>