Designation: D1586 – 11Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils1 This standard is issued under the fixed designation D1586; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval. This standard has been approved for use by agencies of the Department of Defense. 1. Scope* 1.8 The values stated in inch-pound units are to be regarded 1.1 This test method describes the procedure, generally as standard, except as noted below. The values given in known as the Standard Penetration Test (SPT), for driving a parentheses are mathematical conversions to SI units, which split-barrel sampler to obtain a representative disturbed soil are provided for information only and are not considered sample for identification purposes, and measure the resistance standard. of the soil to penetration of the sampler. Another method (Test 1.8.1 The gravitational system of inch-pound units is used Method D3550) to drive a split-barrel sampler to obtain a when dealing with inch-pound units. In this system, the pound representative soil sample is available but the hammer energy (lbf) represents a unit of force (weight), while the unit for mass is not standardized. is slugs. 1.2 Practice D6066 gives a guide to determining the nor- 1.9 Penetration resistance measurements often will involve malized penetration resistance of sands for energy adjustments safety planning, administration, and documentation. This test of N-value to a constant energy level for evaluating liquefac- method does not purport to address all aspects of exploration tion potential. and site safety. This standard does not purport to address all of 1.3 Test results and identification information are used to the safety concerns, if any, associated with its use. It is the estimate subsurface conditions for foundation design. responsibility of the user of this standard to establish appro- 1.4 Penetration resistance testing is typically performed at priate safety and health practices and determine the applica- 5-ft depth intervals or when a significant change of materials is bility of regulatory limitations prior to use. Performance of the observed during drilling, unless otherwise specified. test usually involves use of a drill rig; therefore, safety 1.5 This test method is limited to use in nonlithified soils requirements as outlined in applicable safety standards (for and soils whose maximum particle size is approximately less example, OSHA regulations,2 NDA Drilling Safety Guide,3 than one-half of the sampler diameter. drilling safety manuals, and other applicable state and local 1.6 This test method involves use of rotary drilling equip- regulations) must be observed. ment (Guide D5783, Practice D6151). Other drilling and 2. Referenced Documents sampling procedures (Guide D6286, Guide D6169) are avail- able and may be more appropriate. Considerations for hand 2.1 ASTM Standards:4 driving or shallow sampling without boreholes are not ad- D653 Terminology Relating to Soil, Rock, and Contained dressed. Subsurface investigations should be recorded in ac- Fluids cordance with Practice D5434. Samples should be preserved D854 Test Methods for Specific Gravity of Soil Solids by and transported in accordance with Practice D4220 using Water Pycnometer Group B. Soil samples should be identified by group name and D1587 Practice for Thin-Walled Tube Sampling of Soils for symbol in accordance with Practice D2488. Geotechnical Purposes 1.7 All observed and calculated values shall conform to the D2216 Test Methods for Laboratory Determination of Wa- guidelines for significant digits and rounding established in ter (Moisture) Content of Soil and Rock by Mass Practice D6026, unless superseded by this test method. 2 Available from Occupational Safety and Health Administration (OSHA), 200 Constitution Ave., NW, Washington, DC 20210, http://www.osha.gov. 1 3 This method is under the jurisdiction of ASTM Committee D18 on Soil and Available from the National Drilling Association, 3511 Center Rd., Suite 8, Rock and is the direct responsibility of Subcommittee D18.02 on Sampling and Brunswick, OH 44212, http://www.nda4u.com. 4 Related Field Testing for Soil Evaluations. For referenced ASTM standards, visit the ASTM website, www.astm.org, or Current edition approved Nov. 1, 2011. Published December 2011. Originally contact ASTM Customer Service at
[email protected]. For Annual Book of ASTM approved in 1958. Last previous edition approved in 2008 as D1586–08a. DOI: Standards volume information, refer to the standard’s Document Summary page on 10.1520/D1586-11. the ASTM website. *A Summary of Changes section appears at the end of this standard. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Copyright by ASTM Int'l (all rights reserved); Tue Jan 17 14:57:54 EST 2012 1 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement. No further reproductions authorized. and any hammer drop system hoisting (Visual-Manual Procedure) attachments.2.6 number of rope turns. or boulders typically result in penetration ronmental Site Characterization refusal and damage to the equipment. between the rope and the cathead at the beginning of the Based Drilling Fluid for Geoenvironmental Exploration operator’s rope slackening to drop the hammer.2 Definitions of Terms Specific to This Standard: measuring drill rod stress wave energy using Test Method 3. The N-value. sampling for harder soils.1.0 in. D6066 Practice for Determining the Normalized Penetra- tion Resistance of Sands for Evaluation of Liquefaction 4. 3. Terminology Sample quality is generally not suitable for advanced labora- 3. n—that portion of the drive-weight assembly D4633.9 mm) (see Note 2) is driven a given distance of 1. Many local correlations and blows per foot.30 normalized resistance of sands to the penetration of a standard m) after a seating interval of 0. Drill rods are often used for this Data purpose.030 m) for each hammer blow. (38. n—rods that connect the drive-weight D6026 Practice for Using Significant Digits in Geotechnical assembly to the sampler. Ring-Lined.4 hammer drop system.15 m) using a hammer sampler driven by a standard energy.3 hammer. rope to lift and drop the hammer by successively tightening and Coring techniques may result in less disturbance than SPT loosening the rope turns around the drum. for identification and classifi- technical Exploration and Soil Sampling cation (Practices D2487 and D2488) purposes. D3550 Practice for Thick Wall. n—the total contact angle D5783 Guide for Use of Direct Rotary Drilling with Water. 3.1. For evaluating the liquefaction 3.1. n—that portion of the drive-weight assembly Drive Sampling of Soils consisting of the 140 6 2 lbf (623 6 9 N) impact weight which D3740 Practice for Minimum Requirements for Agencies is successively lifted and dropped to provide the energy that Engaged in Testing and/or Inspection of Soil and Rock as accomplishes the sampling and penetration.3 This test method is used extensively in a great variety of penetration resistance of the soil.2 This test method provides a disturbed soil sample for tion) of Soils Using Sieve Analysis moisture content determination and laboratory identification.3 N-value. n—that portion of the drive- D4220 Practices for Preserving and Transporting Soil weight assembly by which the operator or automatic system Samples accomplishes the lifting and dropping of the hammer to D4633 Test Method for Energy Measurement for Dynamic produce the blow. Split Barrel.3). n—the rotating drum or windlass in the engineering properties. an inside diameter of either 1-1/2-in. (150 to 450 mm) (see 7. Soil deposits contain- D6286 Guide for Selection of Drilling Methods for Envi- ing gravels. n—the blow count representation of the 4.76 m 6 0.5 ft (0.2. system with either an estimated energy delivery or directly 3. anvil. and the engineering behavior of earthworks and in.7 sampling rods.2. 360° (see Fig. Practice D6066 provides methods to obtain a record of (34.1 This test method provides a disturbed soil sample for D6151 Practice for Using Hollow-Stem Augers for Geo- moisture content determination. or required to drive the sampler over the depth interval of 6 to 18 N-value.2 drill rods.1 anvil.1 cathead. 3. foundations are available. n—a test process in potential of sands during an earthquake event. Used in Engineering Design and Construction 3. and for labora- D6169 Guide for Selection of Soil and Rock Sampling tory tests appropriate for soil obtained from a sampler that will Devices Used With Drill Rigs for Environmental Investi- produce large shear strain disturbance in the sample such as gations Test Methods D854. is adjusted to drill rod energy ratio of 60 % by using a hammer (0. The penetration resistance weighing approximately 140-lbf (623-N) falling 30 6 1. practice is dependent on the competence of the personnel performing it Copyright by ASTM Int'l (all rights reserved). 3. Significance and Use Potential 4.2. reported in geotechnical exploration projects. see Practice D6151.1 Definitions: Definitions of terms included in Terminol. but it is not always the case. of Soil and Rock 3.2. and Guide D6169. and D6913.4 Standard Penetration Test (SPT). Use of the thin wall tube sampler rope-cathead lift system around which the operator wraps a (Practice D1587) may result in less disturbance in soft soils. which the hammer strikes and through which the hammer NOTE 1—The reliability of data and interpretations generated by this energy passes into the drill rods.1 mm) or 1-3/8-in. ing Devices 3. No further reproductions authorized.1. divided by and the Installation of Subsurface Water-Quality Monitor. Tue Jan 17 14:57:54 EST 2012 2 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement.2.5 hammer fall guide. drill rod D2488 Practice for Description and Identification of Soils attachment system. equals the sum of the number of blows (N) widely published correlations which relate blow count. D2216. during coring.2 drive weight assembly. Penetrometers 3. cobbles. . tory testing for engineering properties.0 ft (0. D6913 Test Methods for Particle-Size Distribution (Grada- 4. n—that part of the drive-weight D5434 Guide for Field Logging of Subsurface Explorations assembly used to guide the fall of the hammer. 1). The process of driving ogy D653 specific to this practice are: the sampler will cause disturbance of the soil and change the 3. hammer fall guide system. n—rods used to transmit downward force some cemented soils may become loosened by water action and torque to the drill bit while drilling a borehole. the N-value the bottom of the borehole where a split-barrel sampler having should be normalized to a standard overburden stress level. that is.2. n—an assembly that consists Purposes (Unified Soil Classification System) of the hammer. D1586 – 11 D2487 Practice for Classification of Soils for Engineering 3. Bucket and Hand Augers. Continuous Flight. (28. (38.1 Drilling Equipment—Any drilling equipment that pro. (57 mm) in 5. (165 mm) and not less than 2¼ in. (165 mm) and the criteria of Practice D3740 generally are considered capable of greater than 2¼ in.3 mm) (165 mm) and greater than 2¼ in. (57 mm) in diameter may be and an inside diameter of 1-1/8 in. (57 mm). D1586 – 11 (a) counterclockwise rotation approximately 13⁄4 turns (b) clockwise rotation approximately 21⁄4 turns FIG. Currently. may be used to drill the borehole. method. Users out a center bit assembly. less than 6½ in.2 Roller-Cone Bits. Tue Jan 17 14:57:54 EST 2012 3 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement. there is no known qualifying national authority that inspects agencies that perform this test method.4 Solid.1. less than 6½ in.2 Sampling Rods—Flush-joint steel drill rods shall be performed on intact soil shall be acceptable. Agencies that meet 5. or both. . bottom discharge bits are not permitted. 5. Chopping.5 mm).1.8 mm).1 Copyright by ASTM Int'l (all rights reserved). (50. and Fishtail Bits. only of 2. (57 mm) in diameter may be used in competent testing. split-barrel (dimension D in Fig. it is not totally applicable to agencies performing this practice. 2) can be either 1½-in. The following used to connect the split-barrel sampler to the drive-weight pieces of equipment have proven to be suitable for advancing assembly. As 5. Apparatus diameter may be used if the soil on the side of the borehole 5. does not cave onto the sampler or sampling rods during vides at the time of sampling a suitable borehole before sampling. 2. Practice D3740 was developed for deflected. The sampling rod shall have a stiffness (moment of a borehole in some subsurface conditions: inertia) equal to or greater than that of parallel wall “A” rod (a 5. used in conjunction with open-hole rotary drilling or casing. of soils and rock. of this test method should recognize that the framework of Practice D3740 The inside diameter of the hollow-stem augers shall be less is appropriate for evaluating the quality of an agency performing this test than 6½ in. 1 Definitions of the Number of Rope Turns and the Angle for (a) Counterclockwise Rotation and (b) Clockwise Rotation of the Cathead and the suitability of the equipment and facilities used. agencies engaged in the testing. (165 mm) and not less than 2¼ in.3 Hollow-Stem Continuous Flight Augers. The inside diameter of the of the side discharge bits are permitted. Users of this practice are cautioned that compliance conjunction with open-hole rotary drilling or casing- with Practice D3740 does not assure reliable testing.00 in. steel rod that has an outside diameter of 1-5/8 in.1. The sampler has an outside diameter underlying soil. 5.1. inspection. To avoid disturbance of the sions are shown in Fig. (41. less than 6½ in. Reliable testing depends on several factors and Practice D3740 provides a means of advancement drilling methods if the drilling fluid discharge is evaluating some of these factors. No further reproductions authorized. insertion of the sampler and ensures that the penetration test is 5. with or with- such.3 Split-Barrel Sampler—The standard sampler dimen- advancement drilling methods.1 Drag. ing devices shall be provided in accordance with the require- NOTE 2—Both theory and available test data suggest that N-values may ments of the project and other ASTM standards.2.762 m) C = 1. sampler must be equipped with a ball check and vent. trip.00 in. The hammers. Metal or sample containers. driving shoe shall be of hardened steel and shall be replaced or providing the lifting apparatus will not cause penetration of the repaired when it becomes dented or distorted.5 Accessory Equipment—Accessories such as labels. Use of an upset wall sampler allows for use of tions are normally stipulated by the project engineer or retainers if needed.3756 0. (0. differ as much as 10 to 30 % between a constant inside diameter sampler and upset wall sampler.05 − 0.8 6 1.0° to 23.54 6 0. The total mass 6.0 to 2.2 Hammer Drop System—Rope-cathead. (38.4. The split-barrel 5.5 m) or other countries still use a constant ID split-barrel sampler. The automatic or automatic hammer drop systems may be used.4. D1586 – 11 A = 1. it is now common 6.3 Wash boring method.0 to 30.0 in. Drilling Procedure sampler refer to Practice D6066. . (50. which was the less in homogeneous strata with test and sampling locations at original standard and still acceptable within this standard. 6.0 in. internal anvil is encouraged as shown in Fig. At one time. Test intervals and loca- sampler without liners. In North America. liners were used but practice evolved to use the upset wall intermittent or continuous sampling.4 Continuous flight solid auger method. and improves recovery. more than 250 6 10 lbm (113 6 5 kg). No further reproductions authorized.0 mm) E = 0. The and stable borehole before insertion of the sampler and assures hammer shall strike the anvil and make steel on steel contact that the penetration test is performed on essentially intact soil when it is dropped. For safety reasons. (25 to 50 mm) B = 18.10 6 0.005 in. Many geologist. and groundwater level measur- plastic baskets may be used to retain soil samples. (100 selecting the drilling method to be used.13 mm) D = 1. Typically. semi- be used inside the 1½-in. A hammer fall guide permitting an shall be acceptable.93 6 0.1 Hammer and Anvil—The hammer shall weigh 140 6 6. of the hammer assembly bearing on the drill rods should not be 6.2. If it is necessary to correct for the upset wall 6.457 to 0.25 mm) F = 2.3 Several drilling methods produce unacceptable bore- marked to enable the operator or inspector to judge the hammer drop holes. data sheets.2. then sampling when the desired depth is reached shall not be Copyright by ASTM Int'l (all rights reserved). NOTE 3—It is suggested that the hammer fall guide be permanently 6. Tue Jan 17 14:57:54 EST 2012 4 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement.1 6 1.1 mm) split barrel sampler. 5. the use of a hammer assembly with an 6.1 The borehole shall be advanced incrementally to permit practice to use an upset wall sampler with an inside diameter of 1½ in. reduces inside friction. A 16-gauge liner can 5.1 ft (0.0° FIG. Hammers used with the cathead and rope method subsurface conditions anticipated should be considered when shall have an unimpeded over lift capacity of at least 4 in. Each of the following procedures has unimpeded fall shall be used. (38.00 6 0. (34.02 in.2. Record the depth of drilling to the 5.2 Continuous flight hollow-stem auger method.50 6 0.0 mm) G = 16. end of the drive shoe may be slightly rounded.2 Any drilling procedure that provides a suitably clean 2 lbf (623 6 9 N) and shall be a rigid metallic mass.3 − 0.1 Open-hole rotary drilling method. Fig.3 − 0. 3. (2. every change of strata. 3 shows a schematic of such proven to be acceptable for some subsurface conditions.030 m). The penetrating sampler while re-engaging and lifting the hammer.05 − 0.4 Drive-Weight Assembly: nearest 0. mm). The process of jetting through an open tube sampler and height. the intervals selected are 5 ft (1.00 in. (34.9 mm) (see Note 2). 2 Split-Barrel Sampler mm) or 1"-in. 7.4 The sampler is advanced the complete 1.2 A total of 100 blows have been applied. prepare for the test with the following sequence of operations: 7. . remove the sampler and sampling top of the sampling rods.2. stratum that is under artesian pressure. Compare 7.2.15 m) advanced below the sampling elevation prior to sampling. increments so that the advance of the sampler under the impact Advancing a borehole with bottom discharge bits is not of the hammer can be easily observed for each 0.5-ft (0. Do not allow the nearest 0.2. Record the weight of rods. record the length of travel to the sampling rods and lower into the borehole. anvil.5-ft (0.2. 3 Schematic Drawing of the Donut Hammer and Safety Hammer permitted. drive weight on the bottom of the borehole.15-m) increments described in 7.2.2 Drive the sampler with blows from the 140-lbf (623-N) previous sampling with the SPT sampler. (0.1 Attach either split-barrel sampler Type A or B to the weight of rods.5-ft (0. or both.1.030 m).3 Rest the dead weight of the sampler.1. and sampling. stop the penetration.5 If the sampler sinks under the weight of the hammer.5 ft. 7. (0.030 m). rods. Record the N-value as either weight of hammer.1 ft (0.15-m) increment until one of the following occurs: stem augers shall be maintained at or above the in situ 7.1 ft (0. hammer and count the number of blows applied in each 0.4. It is not permissible to advance the borehole for increment.15 m) of penetration or fraction thereof.5-ft (0.4 Mark the drill rods in three successive 0.1. and advance the borehole through the rods and sampler are lowered into the borehole.1 ft (0.15 m) permissible.1. very soft or very loose materials to the next desired sampling 7. Sampling and Testing Procedure the application of 10 successive blows of the hammer. and 7.3. If sampler each 0.3 There is no observed advance of the sampler during 7.5-ft 6. Casing may not be 7. without the limiting blow counts occurring as described in record the cleanout depth to the nearest 0. D1586 – 11 FIG.1. 7. subsequent insertion of the sampler solely by means of 7. or both.2.3 Record the number of blows (N) required to advance the the sampling start depth to the cleanout depth in 7.2.4 The drilling fluid level within the borehole or hollow. 7.1 After the borehole has been advanced to the desired 7. If the sampler sinks the complete 7.2. No further reproductions authorized. sampling start depth to the nearest 0. This may be done before the sampling rods from the borehole.1. rods.2.45 m) sampling elevation and excessive cuttings have been removed. The continuous flight solid auger method shall not excessive cuttings are encountered at the bottom of the be used for advancing the borehole below a water table or borehole. Copyright by ASTM Int'l (all rights reserved). or 7. and drive the sampler through the sampler to drop onto the soil to be sampled.1 A total of 50 blows have been applied during any one groundwater level at all times during drilling. and elevation. remove the sampler and sampling rods from the below the upper confining bed of a confined non-cohesive borehole and remove the cuttings. 7.2 Position the hammer above and attach the anvil to the interval.1.030 m). removal of drill of the three 0. remainder of the test interval. Tue Jan 17 14:57:54 EST 2012 5 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement. data sheet is included in Appendix X1.1 ft (30 mm). hammers shall be in strict accordance with operations manuals. the sample number. Record the 9.030 m). a noted loss of drilling fluid. a 30 6 1.2. weight of the drill rods plus the static weight of the hammer. Samples number of blows. 7.12 Size of casing. shown in Fig.4. D6066 allows the hammer drop height to be adjusted to provide 60 % energy.2. Affix labels to the than 1. For soils other 8. No further reproductions authorized.5-ft (0.3. depth of cased portion of borehole to the cathead during the performance of the penetration test.2 Drilling information shall be recorded in the field and automatic hammer drop system that lifts the 140-lbf (623-N) shall include the following: hammer and allows it to drop 30 6 1. If the sampler advances below the bottom of should be preserved and transported in accordance with Prac- the borehole under the static weight of the drill rods or the tice D4220 using Group B.2. and per each partial increment shall be recorded on the boring Protect the samples against extreme temperature changes.4. if utilized. 250 mm). as the nearest 0. D1586 – 11 The first 0.16 Remarks.5 Date and time of start and finish of borehole. in accordance with Practice D2488.5 Number of blows per 0. 8. 2-1/4 rope turns on the cathead.3 Strata changes within sample.3 The operator should generally use either 1-3/4 or or notation was made.4. and if and should not be used to perform the test.7 Surface elevation.2.1 Method A—By using a trip. sample number of blows per each complete 0. The cathead rope a sample basket retainer is used.45 m).3.4 Weather conditions.76 m 6 8.5 ft (150 mm) or partial N-value to a constant energy level (60 % of theoretical. system and operation shall conform to the following: 8. depending upon whether or not 8. or more rope turns considerably impedes the fall of the hammer 8. 8.3.2.1 Top of sample depth to the nearest 0. with limited unimpedence.4. Operation of automatic 8.2.1 ft (30 mm) 7.5 ft (0. and 7. Energy delivered to the drill rod by either method can required by the exploration program. limp. 8. oily. Practice increment. or semi.030 m) in addition to the stratum and note its location in the sampler barrel.2.030 m) lift and drop shall be employed by the operator.2. (0.2.11 Location of strata changes. N-value obtained from different drop heights. 8.030 m) 8.1 ft (30 mm) at the time of of rotation of 100 RPM.” or the “N-value. 9.2. and time and date when reading 7. The then place one or more representative portions of the sample sum of the number of blows required for the second and third into sealable moisture-proof containers (jars) without ramming 0.2. 8. 8.9 Method of keeping borehole open. automatic. The 8.4 The raising and dropping of the 140-lbf (623-N) ham.2. and section length of the sampling rods.1 ft (30 mm) and.1 Name and location of job.1 Precision—Test data on precision is not presented due percent recovery to the nearest 1 % or the length of sample to the nature of this test method. an in situ testing program at a given site.15 Size.2 Names of crew. this information should be noted on the boring log. If log. if available. Copyright by ASTM Int'l (all rights reserved). then record the new drop height. (0. 7. or 8.5-ft (150-mm) increment.5 Bring the sampler to the surface and open. 1. (150 to 8.0 in. boring number. Classify the soil costly at this time to have ten or more agencies participate in samples recovered as to. .” If the sampler is driven less prevent evaporation of soil moisture.5-ft (0. there is no known data or research that relates to adjusting the 8.2.15 m) is considered to be a seating drive. and heights and Practice D6066 provides information on adjustment of 8.76 m 6 0.1 The cathead shall be essentially free of rust. (0.4 For each hammer blow. as permitted in 7.2.1 ft (0. Data Sheet(s)/Form(s) 7.2. than sands.3 Data obtained for each sample shall be recorded in the operation of pulling and throwing the rope shall be performed field and shall include the following: rhythmically without holding the rope at the top of the stroke. to the hammer.5-ft (0.0 in. clean.14 Sampler length and inside diameter of barrel. 8.10 Depth of water surface to the nearest 0.76 m 6 0.4.3.8 Method of advancing and cleaning the borehole.3.3 Type and make of drilling machine. An example of a sample be measured according to procedures in Test Method D4633. Drop heights adjustments for auto. or burned.2.15 m) of penetration is termed the “standard penetra.2.4 Sampler penetration and recovery lengths to the near- vides information on making energy measurement for variable drop est 0. the depth of penetration shall be there is a soil change within the sampler.1. N60). For partial increments. It is generally known and accepted that 2-3/4 8. Tue Jan 17 14:57:54 EST 2012 6 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement. type. matic and trip hammers should be checked daily and at first 8.2.5 ft (150 the rope comes off the top (1-3/4 turns for counterclockwise mm). grease and have a diameter in the range of 6 to 10 in. and the blow count per 0. indication of variations in performance.2. should be stiff.2. the containers bearing job designation.0 in.2. oil. rotation) or the bottom (2-1/4 turns for clockwise rotation) of 8.2 The cathead should be operated at a minimum speed and drilling depth to the nearest 0. make a jar for each reported to the nearest 0. and should be replaced 8. Seal each container to tion resistance. relatively dry.13 Equipment and Method A or B of driving sampler. 7. Test method D4633 pro. or 7. Precision and Bias 7.15 m) increment depth.6 Boring number and location (station and coordinates.1 ft (30 mm).2. 8. to the nearest 0. When the cathead and rope method is used the if available and applicable).2.2 Description of soil.4.3. 0. 7. NOTE 4—If the hammer drop height is something other than 30 6 1. when it becomes excessively frayed.2 Method B—By using a cathead to pull a rope attached 8.1 Data obtained in each borehole shall be recorded in mer shall be accomplished using either of the following two accordance with the Subsurface Logging Guide D5434 as methods.2.1 ft (30 mm). It is either not feasible or too recovered to the nearest 0. or distorting any apparent stratification. Copyright by ASTM Int'l (all rights reserved). an old. soil. indi- cates that when using the same apparatus and driller.1 The Subcommittee 18.1 Variations in N-values of 100 % or more have been obtained between operator-drill rig systems.1. Keywords in the same soil can be reproduced with a coefficient of 10.1.1 blow count.1.1 See Fig. split-barrel sampling.02 is seeking additional data 9. observed when using different standard penetration test appa.2 Bias—There is no accepted reference value for this test ratus and drillers for adjacent boreholes in the same soil method. in-situ test.2 The use of faulty equipment. D1586 – 11 9.1. Present knowledge indicates cathead. 4. such as an extremely from the users of this test method that might be used to make massive or damaged anvil. Example Data Sheet X1. therefore. or massive or poorly lubricated rope the following: sheaves can significantly contribute to differences in N-values 9. bias cannot be determined. a rusty cathead. variation of about 10 %. Current opinion. a low speed a limited statement on precision.1. N-values 10. oily rope. formation. 9. based on field experience. penetration resistance. Tue Jan 17 14:57:54 EST 2012 7 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement. . No further reproductions authorized. standard penetration test APPENDIX (Nonmandatory Information) X1. 4 Example Data Sheet Copyright by ASTM Int'l (all rights reserved). D1586 – 11 FIG. No further reproductions authorized. Tue Jan 17 14:57:54 EST 2012 8 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement. . 2011) (1) Corrected misuse of significant digits.org). This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not revised. D1586 – 11 SUMMARY OF CHANGES Committee D18 has identified the location of selected changes to this test method since the last issue. ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard.astm. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone). No further reproductions authorized. 610-832-9555 (fax). PO Box C700. and the risk of infringement of such rights. United States. PA 19428-2959. Copyright by ASTM Int'l (all rights reserved). are entirely their own responsibility.astm.org/ COPYRIGHT/). Permission rights to photocopy the standard may also be secured from the ASTM website (www. Users of this standard are expressly advised that determination of the validity of any such patent rights. at the address shown below. This standard is copyrighted by ASTM International. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters.org (e-mail). Your comments will receive careful consideration at a meeting of the responsible technical committee. or through the ASTM website (www. (Approved November 1. which you may attend. or service@astm. . If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards. that may impact the use of this test method. Tue Jan 17 14:57:54 EST 2012 9 Downloaded/printed by Jose Rodriguez (Insuma) pursuant to License Agreement. 100 Barr Harbor Drive. either reapproved or withdrawn. West Conshohocken. D1586–08a.