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6.2. SR 01-13-2003
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6.2. SR 01-13-2003
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STS Sampling Procedures <br /> <br />AMERICAN SOCIETY FOR TESTING AND MAT~RLa_T~ <br /> <br /> St~__r~dard Method for <br />PENETRATION TEST AND SPLIT-BARREL SAMPV.r~G OF SOILS <br /> <br />This standard is issued under the fixed desertion D 1 §86; the number imm~llsJ~ly following the designation indicates the year of <br />adoption or, in the case of revision, the year of the last rev/sion. A number in parentheses indicates the year of last reapproval. A superscript <br />epsllon (~) indicates an editorial change since the last revision or reapproval. <br /> <br />This method has been approved for use by agencies of the Department.of Defense and for listing in the DOD Index of Specifications and <br /> <br />1. Scoge <br /> <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 soQ sample and a measure of <br />the resistance of the soil to penetration <br />of the sampler. <br /> <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 is <br />the responsibility of whoever uses this <br />standard to consult and establish ap- <br />propriate safety and health practices <br />and determine the applicability of reg- <br />ulatory limitations prior to use. For a <br />specific precautionary statement, see <br />§.4.1. <br /> <br /> 1.3 The values stated in inch-pound <br />units are to be regarded as the stan- <br />dard. <br /> <br />2. Appi/cable Documents <br /> <br /> 2.1 ABTM Standard~: <br /> <br /> D2487 Test Method for Classification <br /> of SolM for Engineering Purposes2 <br /> <br /> D2488 Practice for Description and <br /> Identification of Soils (Visual- <br /> Manual Procedure)2 <br /> <br /> D4220 Practice for Preserving and <br /> Transporting Soft Samples2 <br /> <br />8. DescriDttons of Terms 8Decific tO <br /> <br /> 3.1 anvil---that portion of the drive- <br />weight assembly which the hammer <br /> <br />strikes and through which the ham- <br />mer energy passes into the drill rods. <br /> <br /> 3.2 cathead--the rotating drum or <br />windlass in the rope-cathead llft sys- <br />tem around which the operator w-raps <br />a rope to lift and drop the hammer by <br />successively tightening and loosening <br />the rope turns around the drum. <br /> <br /> 3.3 drill rods--rods used to transmit <br />downward force and torque to the drLll <br />bit while drilling a borehole. <br /> <br /> 3.4 drive-weight assembly--a device <br />consisting of the hammer, hammer <br />faU guide, the anvil, and any hammer <br />drop system. <br /> <br /> 3.8 hammer--that portion of the <br />drive-weight assembly consisting of <br />the 140 ~ 2 lb (63.5 ± I kg) impact <br />weight which' is successively lifted and <br />dropped to provide the energy that ac- <br />complishes the sampling and penetra- <br />tion. <br /> <br /> 3.6 h~mrner drop system--that po~ <br />tion of the drive-weight assembly by <br />which the operator accomplishes the <br />lifting and dropping of the h~mroer to <br />produce the blow. <br /> <br /> 3.7 hammer fall guide--that part of <br />the drive-weight assembly used to <br />guide the fall of the b~mmer. <br /> <br /> 3.8 N-value--the blowcount 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. (150 to 450 mm) <br /> <br /> 3.9 &N--the number of blows ob- <br />tained from each of the 6-in. (1§0-mm) <br /> <br />intervals of sampler penetration (see <br />7.3). <br /> <br /> 3.10 number of rope turns--the total <br />contact ~%~e between the rope and the <br />cathead at the beg~n.tng of the opera- <br />tor's rope slackening to drop the ha~n- <br />ruer, divided by 360° (see Fig. 1). <br /> <br /> 3.1 1 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 /> <br /> 3.12 SPT---abbreviation for Standard <br />Penetration Test, a term by which en- <br />gineers commonly refer to this <br />method. <br /> <br /> 4.1 This method provides & soft 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 /> <br /> 4.2 This method is used extensively <br />in a great variety of geoteohnioal <br />ploration projects. Many local correla. <br />tions and widely published correla- <br />tions which relate SPT blowcount, <br />N-value, and the engineering behavioz <br />of earthworks and foundation are <br />available. <br /> <br /> IThis method is under the jur~dlctlon of <br />Committee D-IS on 5off and Hock and is the <br />responsibility of ~uboommltt~ D 18.02 on Sampl <br />lng and Helat~l Field Testing for Soft Investiga <br />tlons. <br /> 0urrent edition &pproved Sept. 11, 1984 <br />Published November 1984. Ol, lg~-~,ll~' publish~ <br />as DI586--~ST. Last previous edition <br />(1974). <br /> 2A~n~al Book of ASTM/~t~ndards, V01 04.05. <br /> <br /> <br />
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