tables of portland cement specifications from astm designation c 150

Designation: C 115 – 96a - Fineness of Portland Cement by the Turbidimeter1 pps

... of cement in accordance with the procedure stated in Test Method C 430 Record the percentage (corrected) of cement passing the sieve as r 8.2 Preparation of the Suspension: 8.2.1 Dispersion of ... factor which, in the derivation of the formula, varies inversely as the density of the particles (g/cm3) 10 Calculation 10.1 Calculation of Speci c Surface: 10.1.1 Calculate the turbimetric speci c ... value If the microammeter indication continues to ﬂuctuate, look for loose connections in the lamp and photoelectric cell circuits, see that the rheostat contacts are clean, and make certain that...

Designation: C 359 – 99 - Early Stiffening of Portland Cement (Mortar Method)1 pot

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... will cause the cement to fail the requirements for time of setting in Speciﬁcation C 150 Reagents and Materials 7.1 Standard Sand, 20-30 and Graded, conforming to the requirements of Speciﬁcation ... and Scraper, conforming to the requirements of Practice C 305 6.4 Glass Graduates, conforming to the requirements of Speciﬁcation C 490 6.5 Masses and Mass Determining Devices , conforming to ... immediately place the 10-mm plunger of the Vicat apparatus, Fig of Test Method C 187, in contact with the surface of the mortar at the midpoint of the container on the longitudinal center line Set...

Designation: C 452 – 95 - Potential Expansion of Portland-Cement Mortars Exposed to Sulfate1 pps

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... accordance with Speciﬁcation C 490 Proportioning, Consistency, and Mixing of Mortar 9.1 The quantities of dry materials required for each batch shall be 400 g (cement plus gypsum) and 1100 g of ... portland cement, %, g SO3 content of the gypsum, %, and 7.0 SO3 content of the cement- gypsum mixture, % 6.3 If the SO3 content of the gypsum is unknown, the gypsum shall be analyzed for SO3 content ... information on details of cement test methods, reference may be made to the “Manual of Cement Testing,” which appears in the Annual Book of ASTM Standards, Vol 04.01 The American Society for Testing...

Standard Method of Test for Slump Loss of Portland Cement Concrete ppsx

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... minimum in-place slump Recover the simulated in-place concrete with plastic after each slump test 3.6 Part B Mixer Truck 3.6.1 Discharge approximately cubic foot of test batch concrete and perform ... entrained) Concrete Ambient Temperature Temperature File Number Project Number Class of Concrete Ready Mixed Plant Date of Test Contractor/Company and signatures of persons performing tests: SCDOT ... Isolate the concrete from vibration for the duration of the test 3.5.3 Obtain concrete from the simulated in-place concrete and perform slump every hour until slump has reached the specified minimum...

Designation: C 150 – 00 - Portland Cement1 potx

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... the percentages of tricalcium silicate, dicalcium silicate, tricalcium aluminate, and tetracalcium aluminoferrite shall be calculated from the chemical analysis as follows: Tricalcium silicate ... and certifying that the cement conforms to applicable requirements of this speciﬁcation 16 Keywords 16.1 hydraulic cement; portland cement; speciﬁcation C 150 APPENDIX X1 MANUFACTURER’S CERTIFICATION ... max, % Tricalcium silicate (C3 S),E max, % Dicalcium silicate (C2 S),E min, % Tricalcium aluminate (C3 A)E max, % Tetracalcium aluminoferrite plus twice the tricalcium aluminateE (C4 AF + 2 (C3 A)), or...

ASTM Designation: C 596 – 96e1 pot

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... conform to the requirements of Test Method C 157 5.7 Length Comparator—The length comparator shall conform to the requirements of Speciﬁcation C 490 12 Calculation 12.1 Calculate the length change ... Speciﬁcation C 778 Number of Test Specimens 8.1 Make at least four test specimens (Note 1) NOTE 1—Although the number of test specimens may consist of four specimens from a single batch of mortar, ... 750 g of cement, 1500 g of graded standard sand, and an amount of mixing water sufficient to produce a ﬂow of 110 % The ﬂow shall be determined in conformance with the procedure as described...

ASTM Designation: C 706 – 98 - Limestone for Animal Feed Use1 pps

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... addressed to ASTM Headquarters Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend If you feel that your comments have not received ... C 706 The American Society for Testing and Materials takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard Users of ... multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or service @astm. org (e-mail); or through the ASTM website...

Designation: C 109/C 109M – 99 - Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)1 pps

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... room shall conform to the requirements of Speciﬁcation C 511 Number of Specimens Test Specimens 8.1 Make two or three specimens from a batch of mortar for each period of test or test age Cement, ... curvature, grind the face or faces to plane surfaces or discard the specimen A periodic check of the cross-sectional area of the specimens should be made NOTE 7—Specimen Faces—Results much lower than ... laboratories participating in the portland cement and masonry cement reference sample programs of the Cement and Concrete Reference Laboratory Av Multi-lab 13.3 If the range of three specimens exceeds the...

Designation: C 151 – 00 - Autoclave Expansion of Portland Cement1 pptx

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... sufficient water to give a paste of normal consistency in accordance with the procedure described in Test Method C 187 Mix this batch in accordance with the procedure described in Practice C 305 ... humidity of the moist storage facilities to the requirements of Speciﬁcation C 511 Preparation of Test Specimens 9.1 Mixing Cement Paste—Prepare the standard batch consisting of 650 g of cement ... C 151 requirements of Practice C 490 except that molds need not be sealed humidity of the molding room within the limits of Practice C 490 5.2 Moist Storage Facilities—Maintain...

Designation: C 184 – 94e1 - Fineness of Hydraulic Cement by the 150-µm (No. 100) and 75-µm (No. 200) Sieves1 ppt

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... C 184 take care that it is not continued too long Then replace the cover and clean, following the same process as described in 5.1 If the cement is in proper condition, there ... follows: 6.1.1 When No Correction is Used: F 100 @~Rs 100!/W# (2) F 100 Rc Mechanical Sieving 8.1 Mechanical sieving devices may be used, but the cement shall not be rejected if it meets the ﬁneness ... typical ﬁneness as the range at which the sieve is to be used Determine the percent residue of the test material on each of the three sieves, in accordance with Section Plot the average percent...

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Designation: C 185 – 01 - Air Content of Hydraulic Cement Mortar1 ppsx

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... Speciﬁcation C 1005 Evaluate the weighing device for precision and accuracy at a total load of kg 5.6 Glass Graduates—Glass graduates of 250-mL capacity, conforming to the requirements of Speciﬁcations ... Standard Sand 7.1 Use sand conforming to the requirements of Speciﬁcation C 778 for 20–30 sand Sampling 8.1 Sample the cement in accordance with Practice C 183 Procedure 9.1 Batch—Proportion the standard ... 9.1, taking the speci c gravity of portland cement as 3.15 and of 20–30 standard sand as 2.65 When the hydraulic cement is other than portland, the appropriate value for its speci c gravity shall...

Designation: C 191 – 99 - Time of Setting of Hydraulic Cement by Vicat Needle1 pptx

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... than 90 % Preparation of Cement Paste4 5.1 Mix 650 g of cement with the percentage of mixing water required for normal consistency following the procedure described in Practice C 305 Distilled water ... information on details of cement test methods, reference may be made to the “Manual of Cement Testing,” which appears in the Annual Book of ASTM Standards, Vol 04.01 The American Society for Testing ... Take care to keep the 1-mm needle straight, and the needle must be kept clean as the collection of cement on the sides of the needle may retard the penetration, while cement on the point may increase...

Designation: C 204 – 00 - Fineness of Hydraulic Cement by Air-Permeability Apparatus1 ppsx

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... of bed of cement, cm3, as determined in accordance with 4.2, and e = desired porosity of bed of cement (0.500 0.005) (Note 5) NOTE 5—The porosity is the ratio of volume of voids in a bed of cement ... may be taken from Tables 1-3, respectively Calculation 6.1 Calculate the speci c surface values in accordance with the following equations: Ss=T =T s (5) where: S = speci c surface of the test ... Preparation of Bed of Cement Prepare the test bed of cement in accordance with the method described in 4.5 5.4 Permeability Tests—Make the permeability tests in accordance with the method described...

Designation: C 243 – 95 - Bleeding of Cement Pastes and Mortars1 potx

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... Bleeding Capacity—Calculate the bleeding capacity as follows: Tests on Mortars 8.1 Batch—The mortar mix shall consist of 930 g of cement and 2325 g of graded sand as speciﬁed in Speciﬁcation C 778 ... Many chlorinated hydrocarbons are considered to be toxic substances which can be absorbed through the skin, but the major exposure is from inhalation of vapors Chronic poisoning can occur from ... starting time the completion of striking off the surface of the mortar in the container this interval, quickly scrape down into the batch any paste that may have collected on the side of the bowl;...

Designation: C 265 – 99 - Calcium Sulfate in Hydrated Portland Cement Mortar1 pptx

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... mortar in accordance with the instructions for a six-cube batch given in the section on Composition of Mortars of Test Method C 109, except use a water -cement ratio of 0.5, by mass Mix mechanically ... mechanically in accordance with Procedure for Mixing Mortars of Practice C 305 8.2 Split the batch immediately after mixing then place approximately 450 g of mortar in each of the two polyethylene containers ... Keywords 14.1 calcium sulfate; hydraulic cement; sulfate content C 265 For additional useful information on details of cement test methods, reference may be made to the “Manual of Cement Testing,”...

Designation: C 266 – 99 - Time of Setting of Hydraulic-Cement Paste by Gillmore Needles1 pptx

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... is part of acceptance testing, sample the cement in accordance with Practice C 183 FIG Gillmore Apparatus and Test Specimen C 266 remain there except when the determinations of time of setting ... shall conform to the requirements of Speciﬁcation C 511 Procedure 9.1 Preparation of Cement Paste: 9.1.1 Mix 650 g of cement with the percentage of mixing water required for normal consistency in ... consistency in accordance with Test Method C 187, following the mixing procedure for cement pastes described in Practice C 305 9.1.2 A time of setting specimen and an autoclave expansion specimen (see...

Designation: C 305 – 99 - Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency1 docx

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... time scrape down into the batch any paste that may have collected on sides of the bowl C 305 the batch any mortar that may have collected on the side of the bowl; then for the remainder of this ... adjustment bracket to provide greater clearances than those speciﬁed in 4.1 For additional useful information on details of cement test methods, reference may be made to the “Manual of Cement Testing,” ... the bowl shall be quickly scraped down into the batch with the scraper prior to remixing NOTE 4—Caution: The clearances between the paddle and the bowl speciﬁed in this practice are suitable when...

Designation: C 430 – 96 - Fineness of Hydraulic Cement by the 45-µm (No. 325) Sieve1 pps

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... (0.51-mm) Holes Calculation 7.1 Calculate the ﬁneness of the cement to the nearest 0.1 % as follows: proportional to the amount of residue Example of Determination of Sieve Correction Factor: Residue ... calibrated Difference Correction factor + 0.029/0.093 100 + 31.18 12.2 % 0.122 g 0.093 g 5 Rc Rs ~100 C! F 100– Rc + 0.029 g + 31.2 % (1) (2) where: F ﬁneness of the cement expressed as the corrected ... addressed to ASTM Headquarters Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend If you feel that your comments have not received...

Designation: C 348 – 97 - Flexural Strength of Hydraulic-Cement Mortars1 pptx

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... absence of self-centering arrangements on machines with large lower bearing surfaces, the center of this surface directly below the center of the upper spherically seated head shall be accurately ... shall be accurately located A circle or concentric circles of appropriate diameters shall be scribed on the lower bearing surface around this point A cylindrical pedestal of appropriate diameter ... surfaces of the points of support and load application Check these faces by applying a straightedge If there is appreciable curvature, grind the face or faces to plane surfaces or discard the specimen...

Designation: C 349 – 97 - Compressive Strength of Hydraulic-Cement Mortars ppt

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... of modiﬁed cube faces is necessary, it can be accomplished best by rubbing the specimen on a sheet of ﬁne emery paper or cloth glued to a plane surface, using only moderate pressure Since such ... disturbing the position of the specimen and apply the load in accordance with the Procedure section of Test Method C 109 /C 109M The testing of the broken portions as modiﬁed cubes shall follow breaking ... If the testing machine has no provisions for automatic accurate centering of a pedestal exactly below the center of its upper spherical bearing head, a hardened steel cylinder of suitable diameter...

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