1.1 This classification covers containers used to hold plastic resins with bulk density (Test Methods D1895) of 27 to 39 lb/ft 3 (0.432 to 0.625 g/cm 3 ). 1.2 This classification does not apply to any plastic resins with bulk density below 27 lb/ft 3 (0.432 g/cm 3 ) or above 39lb/ft 3 (0.625 g/cm […]

1.1 This specification covers the fabrication of wood boxes.These wood boxes, when constructed, filled and closed, shall be used for the packing of contents not exceeding 1000 lb [454 kg]. 1.2 If the use of other construction methods or techniques is acceptable and permitted (see 5.1), the resulting boxes shall be of equal or better

1.1 This standard provides guidelines for designing pre-cut apertures intended for use as hand holes in corrugated boxes during manual handling of boxed cargo. 1.2 Limitations—This standard offers guidance for package development and for subsequent testing of boxes to measure performance. It is not intended to provide specific information on the design of hand holes.

1.1 This test method covers methods to evaluate a charac-teristic of raw rubber or unvulcanized rubber compounds that is designated as green strength. This special strength property for uncured rubbers is an important processing performance attribute in rubber product manufacturing. 1.2 The values stated in SI units are to be regarded as standard. No other

1.1 This test method covers the determination of copper in jet fuels in the range of 5 µg ⁄kg to 100 µg ⁄kg using graphite furnace atomic absorption spectrometry. Copper contents above 100 µg ⁄kg may be determined by sample dilution with kerosine to bring the copper level into the aforementioned method range. When sample

1.1 This test method covers a procedure for determining the degree of biodegradability of lubricants or their components in an aerobic aqueous medium on exposure to an inoculum under controlled laboratory conditions. This test method is an ulti-mate biodegradation test that measures oxygen demand in a closed respirometer. 1.2 This test method is suitable for

1.1 This method is used to measure the adhesion strength (180 degree peel) between plies of reinforced geomembranes such as internally-reinforced geomembranes and coated fab-rics. 1.2 This method is not intended for determining the strength of geomembrane seams or for determining the ply adhesion strength of geocomposite components (such as nonwoven geotextile bonded to geomembrane,

1.1 This specification covers graded Trinidad Lake modified asphalt binders. Grading designations are related to the average seven-day maximum pavement design temperature, °C, the intermediate pavement design temperature, °C, and minimum pavement design temperature, °C. NOTE 1—For asphalt cements graded by penetration at 25 °C, see Specification D 946. For asphalt cements graded by viscosity

1.1 This practice covers determination of the color stability of a hydrocarbon resin by exposure to a specific temperature for a defined time period in a forced-draft oven. 1.2 Color stability is measured by the change in color of the test resin, measured via the yellowness index color scale, in accordance with Practice E313, or

1.1 This practice covers determination of glass transition temperatures of hydrocarbon (HC) resins by differential scan-ning calorimetry (DSC). 1.2 This practice is applicable to HC resins as defined in Terminology D6640. The normal operating temperature range is from the cryogenic region to approximately 180°C. The temperature range can be extended.