Assessment of Fine Aggregates from Different Sources in Ibadan and Environs for Concrete Production
Keywords:
Aggregate, burrow pit sand, concrete, organic impurities, river sandAbstract
Assessment of natural sand being used as fine aggregate for concrete production in Ibadan and its environs was carried out. Ten sources (F1 – F10) were selected for the study; four (F5, F6, F7, F8) were river sand sources while six (F1, F2, F3, F4, F9, F10) were burrow pit sand sources. Samples from each source were subjected to sieve analysis, atterberg limit, bulk density, specific gravity, water absorption, sand equivalent, clay lumps and friable particles, amount of materials passing 75μm and organic impurities adopting ASTM standard procedures. Results revealed that sand from river sources met all the criteria for concrete production stated in ASTM standard while sand from burrow pits deviated from limits of the standard in some respects. F10 had water absorption of 2.6% which exceeded maximum 2% specified, F9 was not free from clay lumps and friable particles with a significant value of 6% as against 3% maximum specification. F1, F2, F3, F4, F9 and F10 have more amounts of materials passing the 75µm sieve ranging from 10.8% for F9 to 20.1% for F10 than maximum of 5% in standard specification while F1, F9 and F10 showed an indication of having organic impurities. It is recommended that performance test be conducted on concrete made from burrow pits sand before use for concrete production. The knowledge of this study can be used as a prospecting tool for selecting suitable sand for the production of quality concrete.
References
ASTM (American Society for Testing and Materials). (1997). Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate. C29/C29M. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (1997). Standard Test Method for Clay Lumps and Friable Particles in Aggregates. C142. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (1998). Standard Practice for Reducing Samples of Aggregate to Testing Size. C702. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2000). Standard Practice for Classification of Soils for Engineering Purposes (USCS). D2487. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2000). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. D4318. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2001). Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. C136. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2001). Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate. C128. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2002). Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate. D2419. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2003). Standard Specification for Concrete Aggregates. C33. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2003). Standard Test Method for Materials Finer than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing. C117. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2003). Standard Terminology Relating to Concrete and Concrete Aggregates. C125. West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2003). Standard for Sampling Aggregates. D75.West Conshohocken, PA, USA.
ASTM (American Society for Testing and Materials). (2004). Standard Test Method for Organic Impurities in Fine Aggregates for Concrete. C40.West Conshohocken, PA, USA.
Ayininuola, G. M. and Olalusi, O. O. (2004). Assessment of Building Failures in Nigeria: Lagos and Ibadan Case Study. Africa Journal of Science and Technology, 5 (1): 73 – 78.
Bosede, A. F. and Sunday, G. M. (2014). An Investigation on the Causes of Building Collapse in Nigeria. Journal of Environmental Sciences and Resources Management, 6 (1): 12 – 22.
BSI (British Standard Institution). (1992). Specification for Aggregates from Natural Sources for Concrete. BS882. London, UK.
Chen, B. and Liu, J. (2004). Effect of Aggregate on the Fracture Behaviour of High Performance Concrete. Construction and Building Materials, 18 (8): 585 – 590.
Ede, A. N. (2011). Measures to Reduce the High Incidence of Structural Failures in Nigeria. Journal of Sustainable Development in Africa, 13 (1): 153 – 161.
Egesi, N. and Tse, A. C. (2012). Engineering–Geological Evaluation of Rock Materials from Bansara, Bamenda Massif Southeastern Nigeria, as Aggregates for Pavement Construction. Geosciences, 2 (5): 107 – 111.
Fakere, A. A.; G. Fadairo and R. A. Fakere. (2012). Assessment of Building Collapse in Nigeria: A Case of Naval Building, Abuja, Nigeria. International Journal of Engineering and Technology, 2 (4): 584 – 591.
Gollu, V. K.; D. Allam and S. Erla. (2016). Causes of Concrete Failure. International Journal of Advanced Technology in Engineering and Science, 4 (4): 198 – 206.
Ken W. D. (1999). Concrete Mix Design, Quality Control and Specification. (2nd ed.), E & FN Spon, London.
Kosmatka, S. H.; B. Kerkhoff and W. C. Panarese. (2003). Design and Control of Concrete Mixtures. (14th ed.), Portland Cement Association, Skokie, Illinois, USA.
Lamond, J. F. and Pielert, J. H. (2006). Significance of Tests and Properties of Concrete and Concrete-Making Materials. Journal of ASTM International, Volume 169, Part 4 of STP / ASTM International.
Mehta, P. K. and Monteiro, P. J. M. (2001). Concrete Microstructure, Properties and Materials. (2nd ed.), Mc Graw-Hill Professional, New York.
Michael, E. K. (2011). Soil Mechanics Lab Manual. (2nd ed.), John Wiley & Sons, Inc. USA.
Neville, A. M. (2011). Properties of Concrete. (5th ed.), Pearson Education Limited, England.
Obla, K. H. (2011). Variation in Concrete Performance Due to Aggregates. Concrete InFocus, 10 (5): 9 – 14.
Oke, A. (2011). An Examination of the Causes and Effects of Building Collapse in Nigeria. Journal of Design and Built Environment, 9: 37 – 47.
Rao, G. A. and Prasad, B. K. R. (2002). Fracture Energy and Softening Behaviour of High-Strength Concrete. Cement and Concrete Research, 32: 247 – 252.
Technical Teachers’ Training Institute, TTTI, Chandigarh. (2005). Civil engineering materials. Tata Mc Graw-Hill, New Delhi.
Thomas, F. W. (2003). Soil Relationships and Classification. In W. F. Chan and J. Y. Richard (Eds.), the civil engineering handbook (776–794). USA: CRC Press (Taylor and Francis Group).
Vanguard, 2 March, 2017. NEWS headline, “One dead, 9 injured in Ibadan as building collapses”. Retrieved from
https://www.vanguardngr.com/2017/03/one-dead-9-injured-ibadan-building-collapses/. Assessed on 1/12/2017
Vanguard, 3 May, 2014. NEWS headline, “Building collapses in Ibadan, one feared dead” https://www.vanguardngr.com/2014/05/building-collapses-ibadan-one-feared-dead/. Assessed on 1/12/2017
Downloads
Published
Issue
Section
License
In accordance with the Copyright Act of 1976, which became effective January 1, 1978, the following statement signed by each author must accompany the manuscript submitted: "I, the undersigned author, transfer all copyright ownership of the manuscript referenced above to the Nigerian Journal of Technological Development, in the event the work is published. I warrant that the article is original, does not infringe upon any copyright or other proprietary right of any third party, is not under consideration by another journal, and has not been published previously. I have reviewed and approve the submitted version of the manuscript and agree to its publication in the Nigerian Journal of Technological Development." A copyright transfer form should be downloaded from the NJTD Website ( http://njtd.com.ng/index.php/njtd). Author(s) will be consulted, whenever possible, regarding republication of material. All authors must have access to the data presented and the authors and sponsor (if applicable) must agree to share original data with the editor if requested.