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SAE - SAE J739 - CUTTING EDGE—CURVED GRADER Organization: SAE
Date: 2007-08-01
Description: This SAE Standard is intended for curved cutting edge sections used on graders as defined in SAE J870 and J1057.
DIN EN 12273-3 - ROAD MATERIALS - SLURRY SURFACING - SPECIFICATIONS - PART 3: GRADING CURVES; GERMAN VERSION PREN 12273-3:1996 Organization: DIN
Date: 1996-04-01
ISO 11485-3 - GLASS IN BUILDING - CURVED GLASS - PART 3: REQUIREMENTS FOR CURVED TEMPERED AND CURVED LAMINATED SAFETY GLASS - FIRST EDITION Organization: ISO
Date: 2014-09-15
Description: This part of ISO 11485 defines the conditions to classify a curved glass product as a curved safety glass. This part of ISO 11485 classifies curved tempered glass and curved laminated glass as safety glasses used in buildings, by performance under impact and by mode of breakage.
AASHTO - AASHTO R 62 - STANDARD PRACTICE FOR DEVELOPING DYNAMIC MODULUS MASTER CURVES FOR ASPHALT MIXTURES Organization: AASHTO
Date: 2013-01-01
Description: This practice describes testing and analysis for developing a dynamic modulus master curve for hot mix asphalt (HMA). This practice is intended for dense- and gap-graded mixtures with nominal-maximum aggregate sizes up to 37.5 mm.
AASHTO - AASHTO PP 62 - STANDARD PRACTICE FOR DEVELOPING DYNAMIC MODULUS MASTER CURVES FOR HOT MIX ASPHALT (HMA) - REVISION 1 Organization: AASHTO
Date: 2010-01-01
Description: This practice describes testing and analysis for developing a dynamic modulus master curve for hot mix asphalt (HMA). This practice is intended for dense- and gap-graded mixtures with nominal-maximum aggregate sizes up to 37.5 mm.
AASHTO - AASHTO PP 61 - STANDARD PRACTICE FOR DEVELOPING DYNAMIC MODULUS MASTER CURVES FOR ASPHALT MIXTURES USING THE ASPHALT MIXTURE PERFORMANCE TESTER (AMPT) Organization: AASHTO
Date: 2013-01-01
Description: This practice describes testing and analysis for developing a dynamic modulus master curve for asphalt mixtures using the Asphalt Mixture Performance Tester (AMPT).
BRE IP15/02 - VOLUMETRIC STRAIN OF CONCRETE UNDER UNIAXIAL COMPRESSION; SUSTAINED LOADING AND HIGH GRADE CONCRETE - N CLAYTON Organization: BRE
Date: 2002-11-04
Description: The applied stress carried at minimum volume, as determined from these short-term tests, was compared with the long-term strength of concrete under sustained loading, and the effect of concrete grade was studied. The results were also used to investigate the power curve for stress-strain relationships, and simple formulae for the initial stiffness and Poisson's ratio were obtained.
BSI - BS EN ISO 9906 - ROTODYNAMIC PUMPS - HYDRAULIC PERFORMANCE ACCEPTANCE TESTS - GRADES 1, 2 AND 3 Organization: BSI
Date: 2012-05-31
Description: For pumps produced in series with selection made from typical performance curves and for pumps a with power input of less than 10 kW, see annex A for higher tolerance factors.
AASHTO - AASHTO T 326 - STANDARD METHOD OF TEST FOR UNCOMPACTED VOID CONTENT OF COARSE AGGREGATE (AS INFLUENCED BY PARTICLE SHAPE, SURFACE TEXTURE, AND GRADING) Organization: AASHTO
Date: 2005-01-01
Description: This method describes the determination of the loose uncompacted void content of a sample of coarse aggregate. When measured on any aggregate of a known grading, void content provides an indication of the aggregate's angularity, sphericity, and surface texture compared with other coarse aggregates tested in the same grading.
ASTM - ASTM D7040 - STANDARD TEST METHOD FOR DETERMINATION OF LOW LEVELS OF PHOSPHORUS IN ILSAC GF 4 AND SIMILAR GRADE ENGINE OILS BY INDUCTIVELY COUPLED PLASMA ATOMIC EMISSION SPECTROMETRY Organization: ASTM
Date: 2004-08-01
Description: The high concentration limits are determined by the product of the maximum concentration defined by the linear calibration curve and the sample dilution factor.  The values stated in SI units are to be regarded as the standard.
DS/EN 14227-10 - HYDRAULICALLY BOUND MIXTURES - SPECIFICATIONS - PART 10: SOIL TREATED BY CEMENT Organization: DS
Date: 2006-07-24
Description: This European Standard specifies soil treated by cement for the pavement layers of roads, airfields and other trafficked areas and specifies the requirements for its constituents, composition and laboratory performance classification. It provides for the use of aggregates with grading curves, which are not constrained by the limits defined in EN 14227-1 for cement bound granular mixtures.
NBN - EN 14227-10 - HYDRAULICALLY BOUND MIXTURES - SPECIFICATIONS - PART 10: SOIL TREATED BY CEMENT Organization: NBN
Date: 2006-06-19
Description: This European Standard specifies soil treated by cement for the pavement layers of roads, airfields and other trafficked areas and specifies the requirements for its constituents, composition and laboratory performance classification. It provides for the use of aggregates with grading curves, which are not constrained by the limits defined in EN 14227-1 for cement bound granular mixtures.
NBN - EN 14227-10 - HYDRAULICALLY BOUND MIXTURES - SPECIFICATIONS - PART 10: SOIL TREATED BY CEMENT Organization: NBN
Date: 2006-06-19
Description: This European Standard specifies soil treated by cement for the pavement layers of roads, airfields and other trafficked areas and specifies the requirements for its constituents, composition and laboratory performance classification. It provides for the use of aggregates with grading curves, which are not constrained by the limits defined in EN 14227-1 for cement bound granular mixtures.
NBN - EN 14227-10 - MÉLANGES TRAITÉS AUX LIANTS HYDRAULIQUES - SPÉCIFICATIONS - PARTIE 10: SOL TRAITÉ AU CIMENT Organization: NBN
Date: 2006-06-19
Description: This European Standard specifies soil treated by cement for the pavement layers of roads, airfields and other trafficked areas and specifies the requirements for its constituents, composition and laboratory performance classification. It provides for the use of aggregates with grading curves, which are not constrained by the limits defined in EN 14227-1 for cement bound granular mixtures.
ACPA - TB006P - CONSTRUCTING SMOOTH CONCRETE PAVEMENTS Organization: ACPA
Date: 2003-01-01
Description: Factors discussed include base/subbase, horizontal and vertical curves, embedded items, concrete mixture, grade preparation, stringline setup, operation of the paving machine, and finishing crew activities, among others.
CEN - PREN 12697-53 - BITUMINOUS MIXTURES - TEST METHODS - PART 53: COHESION INCREASE BY SPREADABILITY-METER METHOD Organization: CEN
Date: 2015-11-01
Description: This time depends on a number of parameters (including the type and rate of emulsion, the type of aggregate and the type of grading curve) and is important for a client to be able to fix this time (minimal pot-life).
DSF/PREN 12697-53 - BITUMINOUS MIXTURES - TEST METHODS - PART 53: COHESION INCREASE BY SPREADABILITY-METER METHOD Organization: DS
Description: This time depends on a number of parameters (including the type and rate of emulsion, the type of aggregate and the type of grading curve) and is important for a client to be able to fix this time (minimal pot-life).
NBN - EN 24501 - HARDMETALS - DETERMINATION OF TITANIUM - PHOTOMETRIC PEROXIDE METHOD (ISO 4501:1978) Organization: NBN
Date: 1994-02-01
Description: The method is applicable to carbide and binder metal powder mixtures, free of lubricant, and all grades of presintered or sintered hardmetals, with a titanium content exceeding 0,2 % (m/m).
NBN - EN 24501 - MÉTAUX DURS - DÉTERMINATION DU TITANE - MÉTHODE PHOTOMÉTRIQUE AU PEROXYDE (ISO 4501:1978) Organization: NBN
Date: 1994-02-01
Description: The method is applicable to carbide and binder metal powder mixtures, free of lubricant, and all grades of presintered or sintered hardmetals, with a titanium content exceeding 0,2 % (m/m).
ASTM - ASTM D5114 - STANDARD TEST METHOD FOR LABORATORY FROTH FLOTATION OF COAL IN A MECHANICAL CELL Organization: ASTM
Date: 1990-08-31
Description: Since optimum conditions for flotation are usually not found at the specified starting points, suggestions for development of grade/recovery curves are given in Appendix X1. Such a procedure is very case-specific and involves running a series of flotation tests in which some of the operating variables are changed in order to optimize conditions for either yield or grade.

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