Standard Test Method For Compressive Strength Of .

3y ago
57.81 KB
5 Pages
Last View : Today
Last Download : 3m ago
Upload by : Tia Newell

Designation: C 39/C 39M – 01Standard Test Method forCompressive Strength of Cylindrical Concrete Specimens1This standard is issued under the fixed designation C 39/C 39M; the number immediately following the designation indicates the yearof 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 (e) 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 *1.1 This test method covers determination of compressivestrength of cylindrical concrete specimens such as moldedcylinders and drilled cores. It is limited to concrete having aunit weight in excess of 50 lb/ft3 [800 kg/m3].1.2 The values stated in either inch-pound or SI units are tobe regarded separately as standard. The SI units are shown inbrackets. The values stated in each system may not be exactequivalents; therefore, each system shall be used independentlyof the other. Combining values from the two systems mayresult in nonconformance with the standard.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.1.4 The text of this standard references notes which provideexplanatory material. These notes shall not be considered asrequirements of the standard.C 1077 Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria forLaboratory Evaluation2C 1231 Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders2E 4 Practices for Force Verification of Testing Machines3E 74 Practice for Calibration of Force-Measuring Instruments for Verifying the Load Indication of Testing Machines3Manual of Aggregate and Concrete Testing22.2 American Concrete Institute:CP-16 Concrete Laboratory Testing Technician, Grade I43. Summary of Test Method3.1 This test method consists of applying a compressiveaxial load to molded cylinders or cores at a rate which is withina prescribed range until failure occurs. The compressivestrength of the specimen is calculated by dividing the maximum load attained during the test by the cross-sectional area ofthe specimen.2. Referenced Documents2.1 ASTM Standards:C 31 Practice for Making and Curing Concrete Test Specimens in the Field2C 42 Test Method for Obtaining and Testing Drilled Coresand Sawed Beams of Concrete2C 192 Practice for Making and Curing Concrete Test Specimens in the Laboratory2C 617 Practice for Capping Cylindrical Concrete Specimens2C 670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction Materials2C 873 Test Method for Compressive Strength of ConcreteCylinders Cast in Place in Cylindrical Molds24. Significance and Use4.1 Care must be exercised in the interpretation of thesignificance of compressive strength determinations by this testmethod since strength is not a fundamental or intrinsic propertyof concrete made from given materials. Values obtained willdepend on the size and shape of the specimen, batching, mixingprocedures, the methods of sampling, molding, and fabricationand the age, temperature, and moisture conditions duringcuring.4.2 This test method is used to determine compressivestrength of cylindrical specimens prepared and cured in accordance with Practices C 31, C 192, C 617 and C 1231 and TestMethods C 42 and C 873.4.3 The results of this test method are used as a basis forquality control of concrete proportioning, mixing, and placing1This test method is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.61 on Testing Concrete for Strength.Current edition approved Feb. 10, 2001. Published March 2001. Originallypublished as C 39 – 21 T. Last previous edition C 39 – 99.2Annual Book of ASTM Standards, Vol 04.02.3Annual Book of ASTM Standards, Vol 03.01.Available from American Concrete Institute, P.O. Box 9094, Farmington Hills,MI 48333-9094.4*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.1

C 39/C 39M – 01operations; determination of compliance with specifications;control for evaluating effectiveness of admixtures and similaruses.4.4 The individual who tests concrete cylinders for acceptance testing shall have demonstrated a knowledge and abilityto perform the test procedure equivalent to the minimumguidelines for certification of Concrete Laboratory Technician,Level I, in accordance with ACI CP-16.successive test loads shall not exceed one third of the difference between the maximum and minimum test loads. The test load as indicated by the testing machine andthe applied load computed from the readings of the verificationdevice shall be recorded at each test point. Calculate the error,E, and the percentage of error, Ep, for each point from thesedata as follows:NOTE 1—The testing laboratory performing this test method should beevaluated in accordance with Practice C 1077.Ep 5 100 A 2 B!/BE5A2B(1) The space provided for test specimens shall be largeenough to accommodate, in a readable position, an elasticcalibration device which is of sufficient capacity to cover thepotential loading range of the testing machine and whichcomplies with the requirements of Practice E 74.where:A load, lbf [kN] indicated by the machine being verified,andB applied load, lbf [kN] as determined by the calibratingdevice. The report on the verification of a testing machineshall state within what loading range it was found to conformto specification requirements rather than reporting a blanketacceptance or rejection. In no case shall the loading range bestated as including loads below the value which is 100 timesthe smallest change of load estimable on the load-indicatingmechanism of the testing machine or loads within that portionof the range below 10 % of the maximum range capacity. In no case shall the loading range be stated asincluding loads outside the range of loads applied during theverification test. The indicated load of a testing machine shall not becorrected either by calculation or by the use of a calibrationdiagram to obtain values within the required permissiblevariation.5.2 The testing machine shall be equipped with two steelbearing blocks with hardened faces (Note 4), one of which is aspherically seated block that will bear on the upper surface ofthe specimen, and the other a solid block on which thespecimen shall rest. Bearing faces of the blocks shall have aminimum dimension at least 3 % greater than the diameter ofthe specimen to be tested. Except for the concentric circlesdescribed below, the bearing faces shall not depart from a planeby more than 0.001 in. [0.02 mm] in any 6 in. [150 mm] ofblocks 6 in. [150 mm] in diameter or larger, or by more than0.001 in. [0.02 mm] in the diameter of any smaller block; andnew blocks shall be manufactured within one half of thistolerance. When the diameter of the bearing face of thespherically seated block exceeds the diameter of the specimenby more than 0.5 in. [13 mm], concentric circles not more than0.03 in. [0.8 mm] deep and not more than 0.04 in. [1 mm] wideshall be inscribed to facilitate proper centering.NOTE 3—The types of elastic calibration devices most generally available and most commonly used for this purpose are the circular provingring or load cell.NOTE 4—It is desirable that the bearing faces of blocks used forcompression testing of concrete have a Rockwell hardness of not less than55 HRC.5.1.3 Accuracy—The accuracy of the testing machine shallbe in accordance with the following provisions: The percentage of error for the loads within theproposed range of use of the testing machine shall not exceed61.0 % of the indicated load. The accuracy of the testing machine shall be verifiedby applying five test loads in four approximately equalincrements in ascending order. The difference between any two5.2.1 Bottom bearing blocks shall conform to the followingrequirements: The bottom bearing block is specified for the purpose of providing a readily machinable surface for maintenance of the specified surface conditions (Note 5). The top andbottom surfaces shall be parallel to each other. If the testingmachine is so designed that the platen itself is readily maintained in the specified surface condition, a bottom block is not5. Apparatus5.1 Testing Machine—The testing machine shall be of atype having sufficient capacity and capable of providing therates of loading prescribed in Verification of calibration of the testing machines inaccordance with Practices E 4 is required under the followingconditions: After an elapsed interval since the previous verification of 18 months maximum, but preferably after an intervalof 12 months, On original installation or relocation of the machine, Immediately after making repairs or adjustmentsthat affect the operation of the force applying system of themachine or the values displayed on the load indicating system,except for zero adjustments that compensate for the mass ofbearing blocks, or specimen, or both, or5.1.1.4 Whenever there is reason to doubt the accuracy ofthe results, without regard to the time interval since the lastverification.5.1.2 Design—The design of the machine must include thefollowing features: The machine must be power operated and mustapply the load continuously rather than intermittently, andwithout shock. If it has only one loading rate (meeting therequirements of 7.5), it must be provided with a supplementalmeans for loading at a rate suitable for verification. Thissupplemental means of loading may be power or hand operated.NOTE 2—High-strength concrete cylinders rupture more intensely thannormal strength cylinders. As a safety precaution, it is recommended thatthe testing machines should be equipped with protective fragment guards.2

C 39/C 39M – 01required. Its least horizontal dimension shall be at least 3 %greater than the diameter of the specimen to be tested.Concentric circles as described in 5.2 are optional on thebottom block.NOTE 5—The block may be fastened to the platen of the testingmachine. Final centering must be made with reference to theupper spherical block. When the lower bearing block is used toassist in centering the specimen, the center of the concentricrings, when provided, or the center of the block itself must bedirectly below the center of the spherical head. Provision shallbe made on the platen of the machine to assure such a position. The bottom bearing block shall be at least 1 in. [25mm] thick when new, and at least 0.9 in. [22.5 mm] thick afterany resurfacing operations.5.2.2 The spherically seated bearing block shall conform tothe following requirements: The maximum diameter of the bearing face of thesuspended spherically seated block shall not exceed the valuesgiven below:Diameter ofTest Specimens,in. [mm]23468[50][75][100][150][200]NOTE 1—Provision shall be made for holding the ball in the socket andfor holding the entire unit in the testing machine.FIG. 1 Schematic Sketch of a Typical Spherical Bearing BlockMaximum Diameterof Bearing Face,in. [mm]5.3.1 If the load of a compression machine used in concretetesting is registered on a dial, the dial shall be provided with agraduated scale that is readable to at least the nearest 0.1 % ofthe full scale load (Note 8). The dial shall be readable within1 % of the indicated load at any given load level within theloading range. In no case shall the loading range of a dial beconsidered to include loads below the value that is 100 timesthe smallest change of load that can be read on the scale. Thescale shall be provided with a graduation line equal to zero andso numbered. The dial pointer shall be of sufficient length toreach the graduation marks; the width of the end of the pointershall not exceed the clear distance between the smallestgraduations. Each dial shall be equipped with a zero adjustment located outside the dialcase and easily accessible from thefront of the machine while observing the zero mark and dialpointer. Each dial shall be equipped with a suitable device thatat all times until reset, will indicate to within 1 % accuracy themaximum load applied to the specimen.4 [105]5 [130]6.5 [165]10 [255]11 [280]NOTE 6—Square bearing faces are permissible, provided the diameterof the largest possible inscribed circle does not exceed the above diameter. The center of the sphere shall coincide with thesurface of the bearing face within a tolerance of 65 % of theradius of the sphere. The diameter of the sphere shall be at least75 % of the diameter of the specimen to be tested. The ball and the socket must be so designed by themanufacturer that the steel in the contact area does notpermanently deform under repeated use, with loads up to12 000 psi [85 MPa] on the test specimen.NOTE 7—The preferred contact area is in the form of a ring (describedas preferred“ bearing” area) as shown on Fig. 1.NOTE 8—Readability is considered to be 0.02 in. [0.5 mm] along the arcdescribed by the end of the pointer. Also, one half of a scale interval isreadable with reasonable certainty when the spacing on the load indicatingmechanism is between 0.04 in. [1 mm] and 0.06 in. [2 mm]. When thespacing is between 0.06 and 0.12 in. [2 and 3 mm], one third of a scaleinterval is readable with reasonable certainty. When the spacing is 0.12 in.[3 mm] or more, one fourth of a scale interval is readable with reasonablecertainty. The curved surfaces of the socket and of the spherical portion shall be kept clean and shall be lubricated with apetroleum-type oil such as conventional motor oil, not with apressure type grease. After contacting the specimen and application of small initial load, further tilting of the sphericallyseated block is not intended and is undesirable. If the radius of the sphere is smaller than the radiusof the largest specimen to be tested, the portion of the bearingface extending beyond the sphere shall have a thickness notless than the difference between the radius of the sphere andradius of the specimen. The least dimension of the bearing faceshall be at least as great as the diameter of the sphere (see Fig.1). The movable portion of the bearing block shall beheld closely in the spherical seat, but the design shall be suchthat the bearing face can be rotated freely and tilted at least 4 in any direction.5.3 Load Indication:5.3.2 If the testing machine load is indicated in digital form,the numerical display must be large enough to be easily read.The numerical increment must be equal to or less than 0.10 %of the full scale load of a given loading range. In no case shallthe verified loading range include loads less than the minimumnumerical increment multiplied by 100. The accuracy of theindicated load must be within 1.0 % for any value displayedwithin the verified loading range. Provision must be made foradjusting to indicate true zero at zero load. There shall beprovided a maximum load indicator that at all times until resetwill indicate within 1 % system accuracy the maximum loadapplied to the specimen.3

C 39/C 39M – 01specimen on the lower bearing block. Carefully align the axisof the specimen with the center of thrust of the sphericallyseated block.7.4.1 Zero Verification and Block Seating—Prior to testingthe specimen, verify that the load indicator is set to zero. Incases where the indicator is not properly set to zero, adjust theindicator (Note 10). As the spherically seated block is broughtto bear on the specimen, rotate its movable portion gently byhand so that uniform seating is obtained.6. Specimens6.1 Specimens shall not be tested if any individual diameterof a cylinder differs from any other diameter of the samecylinder by more than 2 %.NOTE 9—This may occur when single use molds are damaged ordeformed during shipment, when flexible single use molds are deformedduring molding or when a core drill deflects or shifts during drilling.6.2 Neither end of compressive test specimens when testedshall depart from perpendicularity to the axis by more than 0.5 (approximately equivalent to 0.12 in 12 in. [3 in 300 mm]). Theends of compression test specimens that are not plane within0.002 in. [0.050 mm] shall be sawed or ground to meet thattolerance, or capped in accordance with either Practice C 617or Practice C 1231. The diameter used for calculating thecross-sectional area of the test specimen shall be determined tothe nearest 0.01 in. [0.25 mm] by averaging two diametersmeasured at right angles to each other at about midheight of thespecimen.6.3 The number of individual cylinders measured for determination of average diameter is not prohibited from beingreduced to one for each ten specimens or three specimens perday, whichever is greater, if all cylinders are known to havebeen made from a single lot of reusable or single-use moldswhich consistently produce specimens with average diameterswithin a range of 0.02 in. [0.5 mm]. When the averagediameters do not fall within the range of 0.02 in. [0.5 mm] orwhen the cylinders are not made from a single lot of molds,each cylinder tested must be measured and the value used incalculation of the unit compressive strength of that specimen.When the diameters are measured at the reduced frequency, thecross-sectional areas of all cylinders tested on that day shall becomputed from the average of the diameters of the three ormore cylinders representing the group tested that day.6.4 The length shall be measured to the nearest 0.05 D whenthe length to diameter ratio is less than 1.8, or more than 2.2,or when the volume of the cylinder is determined frommeasured dimensions.NOTE 10—The technique used to verify and adjust load indicator tozero will vary depending on the machine manufacturer. Consult yourowner’s manual or compression machine calibrator for the proper technique.7.5 Rate of Loading—Apply the load continuously andwithout shock.7.5.1 For testing machines of the screw type, the movinghead shall travel at a rate of approximately 0.05 in. [1 mm]/minwhen the machine is running idle. For hydraulically operatedmachines, the load shall be applied at a rate of movement(platen to crosshead measurement) corresponding to a loadingrate on the specimen within the range of 20 to 50 psi/s [0.15 to0.35 MPa/s]. The designated rate of movement shall bemaintained at least during the latter half of the anticipatedloading phase of the testing cycle.7.5.2 During the application of the first half of the anticipated loading phase a higher rate of loading shall be allowed.7.5.3 Make no adjustment in the rate of movement of theplaten at any time while a specimen is yielding rapidlyimmediately before failure.7.6 Apply the load until the specimen fails, and record themaximum load carried by the specimen during the test. Notethe type of failure and the appearance of the concrete.8. Calculation8.1 Calculate the compressive strength of the specimen bydividing the maximum load carried by the specimen during thetest by the average cross-sectional area determined as described in Section 6 and express the result to the nearest 10 psi[0.1 MPa].8.2 If the specimen length to diameter ratio is less than 1.8,correct the result obtained in 8.1 by multiplying by theappropriate correction factor shown in the following table:7. Procedure7.1 Compression tests of moist-cured specimens shall bemade as soon as practicable after removal from moist storage.7.2 Test specimens shall be kept moist by any convenientmethod during the period between remova

dance with Practices C 31, C 192, C 617 and C 1231 and Test Methods C 42 and C 873. 4.3 The results of this test method are used as a basis for 1 This test method is under the jurisdiction of ASTM Committee C09 on quality control of concrete proportioning, mixing, and placing

Related Documents:

EPA Test Method 1: EPA Test Method 2 EPA Test Method 3A. EPA Test Method 4 . Method 3A Oxygen & Carbon Dioxide . EPA Test Method 3A. Method 6C SO. 2. EPA Test Method 6C . Method 7E NOx . EPA Test Method 7E. Method 10 CO . EPA Test Method 10 . Method 25A Hydrocarbons (THC) EPA Test Method 25A. Method 30B Mercury (sorbent trap) EPA Test Method .

Bruksanvisning för bilstereo . Bruksanvisning for bilstereo . Instrukcja obsługi samochodowego odtwarzacza stereo . Operating Instructions for Car Stereo . 610-104 . SV . Bruksanvisning i original

Hotell För hotell anges de tre klasserna A/B, C och D. Det betyder att den "normala" standarden C är acceptabel men att motiven för en högre standard är starka. Ljudklass C motsvarar de tidigare normkraven för hotell, ljudklass A/B motsvarar kraven för moderna hotell med hög standard och ljudklass D kan användas vid

10 tips och tricks för att lyckas med ert sap-projekt 20 SAPSANYTT 2/2015 De flesta projektledare känner säkert till Cobb’s paradox. Martin Cobb verkade som CIO för sekretariatet för Treasury Board of Canada 1995 då han ställde frågan

service i Norge och Finland drivs inom ramen för ett enskilt företag (NRK. 1 och Yleisradio), fin ns det i Sverige tre: Ett för tv (Sveriges Television , SVT ), ett för radio (Sveriges Radio , SR ) och ett för utbildnings program (Sveriges Utbildningsradio, UR, vilket till följd av sin begränsade storlek inte återfinns bland de 25 största

LÄS NOGGRANT FÖLJANDE VILLKOR FÖR APPLE DEVELOPER PROGRAM LICENCE . Apple Developer Program License Agreement Syfte Du vill använda Apple-mjukvara (enligt definitionen nedan) för att utveckla en eller flera Applikationer (enligt definitionen nedan) för Apple-märkta produkter. . Applikationer som utvecklas för iOS-produkter, Apple .

2.87 GPa ASTM D 4255 Shear modulus G 13 G 23 157.48 MPa ASTM D 732 Sheet compressive strength 71.20 MPa Modified ASTM D 695 Sheet compressive modulus 3.50 GPa Modified ASTM D 695 Core compressive strength 8.73 MPa ASTM C 365 Core compressive modulus 268.9 MPa ASTM C 365 Sheet density 3960 kg/m - Core density 156 kg/m3 - 4 U T T U I 2( / sin )cos ( / )(2 / 1) 2 * h l h l t t l t (1) where, ρ .

C181-91(1997)e1 Standard Test Method for Workability Index of Fireclay and High-Alumina Plastic Refractories C182-88(1998) Standard Test Method for Thermal Conductivity of Insulating Firebrick C183-02 Standard Practice for Sampling and the Amount of Testing of Hydraulic Cement C185-02 Standard Test Method for Air Content of Hydraulic Cement Mortar C186-98 Standard Test Method for Heat of .