Termination of the Millennium Development Goals gave birth to the Sustainable Development Goals (SDGs) with which Target 6 is to provide unhindered access to safe and economical drinking water and sanitation for all. The survey in this research adopted stratified sampling technique that captured 400 households, in which 700 well-structured questionnaire consisting of open and closed-ended questions were distributed. The questions were in line with Water and Sanitation Hygiene (WaSH) recommendations on drinking water and sanitation for household surveys. It examined the access to safe water regarding accessibility, availability, affordability and acceptability in Ado-Odo Ota, Ogun State, Nigeria. Personal interviews were conducted to capture the emotional discretion of respondents towards the subject matter. Cross-tabulation and Multinomial logit model were used to analyze the relationship of the variables on water access. The results obtained showed that the water access within the study area is mostly limited to the private sources because of the level of quality and accessibility. The study reveals that the fate placed on government water facilities has dwindled drastically. Furthermore, the study highlighted the need to revisit government policies, with the inclusion of subsidy, cost recovery and rainwater harvesting as effective tools in improving and encouraging equity in water access.

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The rate at which the construction industry explores and consumes non-renewable natural aggregates and other industrial products such as bitumen, lime, and cement during construction and rehabilitation of road pavements has over time proven to be environmentally degrading and non-sustainable. This, alongside the issues of high solid waste generation and inadequate disposal, has led to series of studies by various researchers to find methods to integrate these solid wastes as alternative materials in road construction and maintenance. This paper provides a simple yet detailed review of recent relevant studies conducted to understand the alarming rate of generation and the effects of reusing these waste materials in both flexible and rigid pavements. The review further outlines the advantages and disadvantages of the selected waste materials and compare the results with that of conventional materials in accordance with relevant standards while highlighting the performance, and life cycle environmental and economic sustainability implications. The study shows that the adoption of these materials offers efficiency in waste disposal while reducing the demand for natural aggregates and consequently, significantly reducing life cycle impacts and costs. The challenges limiting the effective practical implementation of these waste recycling techniques in the construction industry were discussed and possible solutions were suggested to encourage and ensure its utilization in road construction.

Fire outbreaks in buildings have been a major concern in the world today. The integrity of concrete is usually questioned due to the fact that after these fire outbreaks the strength of the concrete is reduced considerably. Various methods have been adopted to improve the fire resistance property of concrete. This study focused on the use of coconut fibre to achieve this feat. In this study, varying percentages of treated and untreated coconut fibres were incorporated into concrete and the compressive strength was tested for both before heating and after heating. The percentages of replacement were 0.25, 0.5, 0.75 and 1% fibre content by weight of cement. Concrete cubes that had 0% fibre served as control specimens. After subjecting these concrete cubes to 250 °C and 150 °C for a period of 2 h, the compressive strength increased when compared to the control. The compressive strength increased up to 0.5% replacement by 3.88%. Beyond 0.5% fibre, the compressive strength reduced. Concrete having coconut fibre that had been treated with water also exhibited the highest compressive strength of 28.71 N/mm². It is concluded that coconut fibres are a great material in improving the strength of concrete, even after it was exposed to a certain degree of elevated temperature.