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<br />I <br /> EXPLORATION/CLASSITICATION METIIODS <br /> SamDlin" Methods <br /> Split-Spoon Samples (SS) <br /> Standard penetration (split-spoon) samples were collected in general accordance with ASTM:DI586. This method <br />I consists of driving a 2" O.D. split barrel sampler into the in-sim soil with a 140-pound hammer dropped from a height <br /> of 30". The sampler is driven a total of 18" into the soil. After an initial set of 6". the number of hammer blows <br /> to drive the sampler the fmall2" is known as the standard penetration resistance or N-value. <br />I Disturbed Samples (DS) <br /> Sample types described as "DS" on the boring logs are dismrbed samples. which are taken from the flights of the <br /> auger. Because the auger dismrbs the samples, possible soil layering and contact depths should be considered <br />I approximate. <br /> Sampling Limitations <br />I Uuless actually observed in a sample, contacts between soil layers are estimated based on the spacing of samples and <br /> the action of drilling tools. Cobbles, boulders, and other large objects generally cannot be recovered from test <br /> borings, and they may be present in the ground even if they are not noted on the boring logs. <br />I Classification Methods <br /> Soil classifications shown on the boring logs are based on the Unified Soil Classification (USC) system. The USC <br /> system is described in ASTM:D2487 and D2488. Where laboratory classification tests (sieve analysis or Atterberg <br />I Limits) have been performed, accurate classifications per ASTM:D2487 are possible, Otherwise, soil classifications <br /> shown on the boring logs are visual-manual judgments. Charts are attached which provide information on the USC <br /> system, the descriptive terminology, and the symbols used on the boring logs. <br />Ie The boring logs include descriptions of apparent geology, The geologic depositional origin of each soil layer is <br /> interpreted primarily by observation of the soil samples, which can be limited. Observations of the surrounding <br />I topography. vegetation, and development can sometimes aid this judgment. <br /> Water Level Measurements <br /> The ground water level measurements are shown at the bottom of the boring logs. The following information appears <br />I under "Water Level Measurements" on the logs: <br /> . Date and Time of measurement <br />I . Sampled Depth: lowest depth of soil sampling at the time or measurement <br /> . Casing Depth: depth to bottom of casing or hollow.srem auger at rime of measurement <br /> . Cave-in Depth: depm at which measuring tape stops in the borehole <br /> . Waler Level: depth in the borehole where free water is encountered <br />I . Drilling Fluid Level: same as Water Level. except that the liquid in the borehole is drilling fluid <br /> The true location of the water table at the boring locations may be different than the water levels measured in the <br />I boreholes. This is possible because there are several factors that can affect the water level measurements in the <br /> borehole. Some of these factors include: permeability of each soil layer in profile, presence of perched water, <br /> amount of time between water level readings, presence of drilling fluid, weather conditions, and use of borehole <br />I casing. <br /> SamDle Storn!!e <br />I Uuless notified to do otherwise. we routinely retain representative samples of the soils recovered from the borings <br /> for a period of 30 days, <br />,. Ai.\1ERlCAN ENGINEERING TESTING, INC. <br />I <br />--- ----- ---------- <br />