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1 <br />STS Sampling Procedures <br />AMERICAN SOCIETY FOR TESTING AND MATERIALS <br />Standard Method for <br />PENETRATION TEST AND SPLIT - BARREL SAMPLING OF SOILS' <br />This standard is issued under the fixed designation D 1886; the number immediately following the designation indicates the year of original <br />adoption or in the case of revision, the year of the last revision. A number In parentheses indicates the year of last reapproval. A superscript <br />epsilon (E)indicates an editorial change nine the last revision or reapproval. <br />This method has been approved for use by agenoies of the •Department , of..Defense .and for,llating in the DOD Index of Specifications and <br />Standards. - <br />is _..11.00/14. <br />1.1 This method describes the proce- <br />dure, generally known as the Standard <br />Penetration Test (SPT), for driving a <br />split- barrel sampler to obtain a repre- <br />•sentative soil sample and a measure of <br />the resistance of the soil to penetration <br />of the sampler. <br />1.2 This standard may involve haz- <br />ardous materials, operations, and <br />equipment. This standard does not <br />purport to address all of the safety <br />problems associated with its use. It iB <br />the responsibility of whoever uses this <br />Standard to consult and establish ap- <br />propriate safety and health praotioes <br />and determine the applicability of reg- <br />ulatory limitations prior to use. For a <br />specific precautionary statement, see <br />8.4.1. <br />1.3 The values stated in inoh -pound <br />units are to be regarded as the stan- <br />dard. <br />R. Applicable Documents <br />• <br />2.1 ASTM Standards: <br />D2487 Test Method for Classification <br />of Soils for Engineering Purposes2 <br />D2488 Praotioe for Description and <br />Identification of Boils (Visual - <br />Manual Prooedure)2 <br />D4220 Practice for Preserving and <br />Transporting Soil Samples2 <br />S. Descriptions of Terms Bnecifio to <br />Ts Standard <br />3.1 anvil —that portion of the drive- <br />rwa_1_4 wwww•••1.1.. «.1.aw1. 41.w l.w.. -... ..� <br />strikes and through which the ham- <br />mer energy passes into the drill rods. <br />3.2 cathead the rotating drum or <br />windlass in the rope- cathead lift sys- <br />tem around which the operator wraps <br />a rope to lift and drop the hammer by <br />successively tightening and loosening <br />the rope turns around the drum. <br />3.3 drill rods —rods used to transmit <br />downward force and torque to the drill <br />bit while drilling a borehole. <br />3.4 drive- weight assembly --a device <br />consisting of the hammer, hammer <br />fall guide, the anvil, and any hammer <br />drop system. <br />3.8 hammer —that portion of the <br />drive - weight assembly consisting of <br />the 140 t 2 lb (63.8 t 1 kg) impact <br />weight whioh'.is . suocessively lifted and <br />dropped to provide the energy that ac- <br />complishes. the sampling and penetra- <br />tion. <br />3 6 hammer drop system —that por- <br />tion of the drive- weight assembly by <br />whioh the operator accomplishes the <br />lifting and dropping of the hammer to <br />produoe the blow. <br />3 7 hammer fall guide —that part of <br />the drive - weight assembly used to <br />guide the fall of the hammer. <br />3.8 N -value —the blowoount repre- <br />sentation of the penetration resistance <br />of the soil. The N- value, reported in <br />blows per foot, equals the sum of the <br />number of blows required to drive the <br />sampler over the depth interval of 6 to <br />18 in. (160 to 480 mm) (see 7.3). <br />3.9 AN —the number of blows ob- <br />awa..wA t..w... en n1% n! Ch. a_4.. i1 an ......� <br />intervals of sampler penetration (see <br />7.3). <br />3.10 number of rope turns —the total <br />contact angle between the rope and the <br />cathead at the beginning of the opera- <br />tor's rope slackening to drop the ham- <br />mer, divided by 360° (see Fig. 1). <br />3.11 sampling rods —rods that con- <br />nect the drive - weight assembly to the <br />sampler. Drill rods are often used for <br />this purpose. <br />3.12 SPT— abbreviation for Standard <br />Penetration Test, a term by which en- <br />gineers commonly refer to this <br />method. <br />4. significance and Use <br />4.1 This method provides a soil sam- <br />ple for identification purposes and for <br />laboratory tests appropriate for soil <br />obtained from a sampler that may pro- <br />duce large shear strain disturbance in <br />the sample. <br />4.2 This method is used extensively <br />in a great variety of geoteohnioal ex- <br />ploration projects Many looal oorrela- <br />tions and widely published correla- <br />tions whioh relate SPT blowoount, or <br />N- value, and the engineering behavior <br />of earthworks and foundation are <br />available. <br />'This method is under the iurlsdiotion of ABM <br />Committee D-18 on Soil and Rook and is the direct <br />responsibility of suboommittee D18.02 on Sampl- <br />ing and Related Field Testing for Boil Inveetiga- <br />tione. <br />Ourrent edition approved Sept. 11, 1984. <br />Published November 1084. originally published <br />as D1686 -88T. Last previous edition D1686 -87 <br />(1674). <br />aaa.. a4...wewNa Vn1114.41A. <br />