Surface Defects Clause Samples
The Surface Defects clause defines the responsibilities and procedures related to flaws or imperfections found on the surface of goods or materials supplied under a contract. Typically, this clause outlines the standards for acceptable surface quality, the process for inspecting and identifying defects, and the remedies available if defects are discovered, such as repair, replacement, or rejection of the affected items. Its core practical function is to ensure that delivered products meet agreed-upon quality standards and to provide a clear mechanism for addressing any deficiencies, thereby reducing disputes and ensuring customer satisfaction.
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Surface Defects. The finished surface of any pavement course shall have a uniform texture and shall be free of visible signs of defects. The Engineer will identify any obvious defects and determine remedial requirements, which may include removal and replacement in accordance with 6.5.1 ‐ Removal and Replacement. Such defects shall include, but not be limited to, the following:
Surface Defects. 1.2.1 A DEFECT is defined as any condition of a Product that is different from the Product's original surface Specifications.
Surface Defects a) Corrugations are formed through material displacement as a result of tyre action coupled with the mass and speed of the vehicle.
b) Potholes are formed on roads with flat grades and crossfall. Crossfall generally have 4% to 6% grade to easily drain the surface water.
c) Rutting are longitudinal deformations in wheel paths, caused by the passage of vehicles.
d) Slippery Surface – Slipperiness of the surface of an unpaved road is a significant safety problem. In wet weather, slipperiness is caused by excessive fines or plastic material in the wearing surface and lack of adequate crossfall to shed water off the pavement.
e) Surface Scour is the loss of surface material caused by the flow of water along and/or over the road. Scouring is caused through poor drainage allowing concentration of running water on the pavement, lack of compaction of road surface, excessive crossfalls, and longitudinal grade s and the build-up of debris on shoulders preventing surface water from flowing off the pavement.
f) Loose Materials is caused through the lack or loss of binder to hold the surface aggregate in place.
g) Dust is cause by the loss of excessive fines from surface layer and high travel speed.
Surface Defects. .1 Surface defects (i.e. honeycombing, spalls, cold joints, segregation) shall be repaired by the contractor at no additional cost to the contract.
.2 Prior to repairs being carried out, submit to the Departmental Representative for review, repair procedures indicating methods, materials and curing. ▇▇▇▇▇▇ ▇▇▇▇▇▇ Island PRESTRESSED CONCRETE BEAMS Dep’t of Transportation January 2018 Infrastructure and Energy Page 1
Surface Defects. The following criteria shall be used in the determination of acceptability of ingot surface quality defects for use by Novelis Rolling Plants. Where specific defects are not listed or terminology not clear, contact the purchasing Novelis Rolling Plants for clarification and disposition. In general, the rolling surface of the ingots ***. For ***. For ***. ***