Search

Draft Uganda standard specifies the requirements, sampling and test methods for toilet paper made from virgin, blended or recycled pulp.

Draft Uganda standard specifies requirements, sampling and test methods for permitted shock-tube detonators for commercial use. The draft Uganda standard applies to shock-tube detonator No. 6 (surface) and No.8 (In-hole) for commercial use.

Draft Uganda Standard covers the classification of polyethylene film and sheeting from 0.03 mm - 0.3 mm in thickness, inclusive. The film or sheeting may contain additives for the improvement of the surface properties, pigments, or stabilizers, or combinations thereof. It allows for the use of recycled polyethylene film or resin as feedstock, in whole or in part, as long as all the requirements as governed by the producer and end user are also met. (...)

Draft Uganda Standard covers unpigmented, unsupported, low-density polyethylene and linear low-density polyethylene films (hereafter referred to as film or films) with densities ranging from 0.910 g/cm3 - 0.925 g/cm3.

Note 1. The density of a film will not necessarily be equal to the density of a moulded plaque from the same resin.

Note 2. Blends of ethylene/vinyl acetate (EVA) with low-density polyethylene may have densities up to 0.929 g/cm3.

This Draft Uganda Standards is applicable to homopolymer polyethylene, but is not restricted to it. It is applicable to films made from polyethylene copolymers, and also applicable to films made from blends of homopolymers and copolymers, including ethylene/vinyl acetate copolymers. The thickness of the films covered by this Draft Uganda Standard is from 30.0μm to 101.6μm, inclusive. The maximum width of the sheet or lay flat is 3.30m. The Draft Standard does not cover oriented heat-shrinkable films.

The Draft Standard allows for the use of recycled polyethylene film or resin as feedstock, in whole or in part, as long as all of the requirements of this specification are met and as long as any specific requirements as governed by the producer and end user are also met. It defines the levels of the various physical properties from which specifications for specific films may be described.

The Draft Standard covers dimensional tolerances, classifications, intrinsic quality requirements, and test methods. The dimensional tolerances include thickness, width, and length or yield. Classification defines types, classes, surfaces, and finishes. The intrinsic quality requirements include density, workmanship, tensile strength, heat sealability, and odour, as well as the classification properties for impact strength, coefficient of friction, optical properties, and surface treatment. A sampling method is included. (...)

Draft Uganda Standard specifies the requirements and test methods for penetration graded bitumen suitable for pavement construction.

Draft Uganda Standard applies to bituminous materials and covers the requirements for cutback bitumen types suitable for road construction and similar purposes.

Draft Uganda Standard specifies requirements and test methods of anionic bitumen emulsions suitable for pavement construction.

Draft Uganda Standard specifies requirements and test methods for cationic bitumen emulsions suitable for pavement construction.

Draft Uganda Standard specifies requirements and test methods for performance graded bitumen suitable for pavement construction.

Draft Uganda Standard applies to hydraulic road binders produced in a factory and supplied ready for use in road bases, sub-bases, capping layers, and soil stabilization or soil improvement. It specifies the mechanical, physical and chemical requirements for hydraulic road binders, together with the conformity criteria and evaluation procedures to be applied by the manufacturer.

The stabilized road bases, sub-bases, capping layers, and soil stabilization or soil improvement by application of this hydraulic road binder shall comply with the requirements of BS 1924-1 Stabilized materials for civil engineering purposes ― Part 1: General requirements, sampling, sample preparation and tests on materials before stabilization and BS 1924 -2 Stabilized materials for civil engineering purposes ― Part 2: Methods of tests for cement-stabilized and lime–stabilized materials.