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Admin Order 58-02-25-F
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Admin Order 58-02-25-F
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Last modified
6/10/2010 10:48:30 AM
Creation date
4/10/2009 4:24:04 PM
Metadata
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Template:
City Recorder
CMO_Document_Type
Admin Orders
Document_Date
3/31/2002
Document_Number
58-02-25-F
CMO_Effective_Date
5/1/2002
Author
James R. Carlson
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<br />Intact Character of Rock: In the Eugene/Springfield area, rock units are Tertiary <br />in age - between 1.64 million years (My) and 35 Myoid. Rock units are classified on the <br />basis of origin, whether igneous (intrusive or extrusive) sedimentary (marine or terrestrial), <br />pYroclastic, or metamorphic; geologic name; color and texture (grain size); hardness; degree <br />of weathering; and if available, degree of fracturing. <br /> <br />Pistol-Butt (on Tree): Also called gun-stocked tree. A curved basal section of <br />trunk, resulting from down-slope rotation of the base of the tree. Similar in shape to curved <br />butts on antique side arms. <br /> <br />Qualified Registered Professional: An Oregon Registered Professional Engineer <br />(per ORS 672.002 to 672.325), who by training, education, and having a minimum of four <br />years geotechnical experience, is especially qualified to apply the principles of soil <br />mechanics, rock mechanics, hydraulics, and geological science to planning and evaluating <br />engineering site investigations, making appropriate quantitative analyses and engineering <br />design recommendations for that part of civil works involving the use of soil and rock <br />materials and the inspection or testing of the construction thereof; and an Oregon Certified <br />Engineering Geologist (per ORS 672.505 and 672.525), who by training, education, and <br />experience is especially qualified to apply geologic data, principles and interpretation to <br />naturally occurring materials so that geologic factors affecting planning, design, construction <br />and maintenance of civil engineering works are properly recognized and utilized. <br /> <br />Representative Disturbed Sampling: Soil samples taken at the site that have been <br />disturbed or altered, completely or partially, by the remolding action of sampling but which <br />contains all of the soil components in their in-situ (original) amounts. <br /> <br />Significant Structures and/or Facilities: All pavement structures for arterial and <br />collector streets and all building structures except one and two family dwellings, garages, <br />carports, and outbuildings for one and two family development. <br /> <br />Small Project: Examples of small projects are: (a) a utility excavation no more than <br />five (5) feet deep and less than 300 feet long; and (b) road reconstruction, rehabilitation, <br />widening, or extension of less than 300 feet of road in an area with established infrastructure <br />(roads, utilities). Small projects can also include sidewalk construction in an area with <br />established infrastructure. <br /> <br />Soil Description and Classification: In the Eugene/Springfield area, soil units are <br />Quaternary in age (younger than 1.64 My). Soil units include fluvial deposits (alluvium) and <br />slope deposits (colluvium). PDS (Partly Decomposed State) and CDS (Completely <br />Decomposed State) rock, although exhibiting characteristics of a soil, should not be <br />classified as a soil unit for the purpose of geological and geotechnical investigation and <br />design reports. Soil materials are described and classified on the basis of ASTM or <br />AASHTO tests for the following properties: origin: whether residual, colluvial, or <br />transported; gradation: measured or estimated grain size distribution; angularity/roundness <br />of visible soil particles; color; measured or estimated in-place moisture content; Atterberg <br />limits: liquid limit, plastic limit, plasticity index of the -40 fraction; relative density if non- <br />plastic or below the plastic limit; consistency if above the plastic limit; Expansion Index; <br />and, Unified Soil Classification System designation, determined by: gradation and Atterberg <br />limits (ASTM D-2487, UBC 18-1 or equivalent) or the Visual Manual Procedure (ASTM <br />D-2488 or equivalent). <br /> <br />Administrative Order - 10 <br />R:\ADMINO RD\RULES\03 geotech2ao. wpd(03/26/03) <br />
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