Concrete Compressive Strength Test Research Articles

Quality Control Analysis in Construction Works of 80/100 U-Ditch Channel with 15 Ton Axle Cover (Jl. Manyar Indah)

This research records experiences and findings during the Work Practice Internship (MPK) on the 80/100 U-Ditch channel construction project with 15 Ton Axle Cover on JL. Manyar Indah, Surabaya. This MPK is part of the Bachelor of Building Engineering Education curriculum at Surabaya State University and aims to provide students with insight and practical experience that cannot be obtained in the classroom. This project, which will run from April to June 2024, provides an opportunity for students to understand the difference between academic theory and practice in the field, as well as getting to know construction implementation methods directly. The main focus of this project is quality control in construction, especially in the use of precast methods for drainage channels. Effective quality control is essential to ensure that construction meets established standards, prevent wasted costs, and guarantee the quality of the final result. In this project, quality control is carried out through several methods, including Quality Control (QC) for wiremesh, Fc'30 Ready Mix concrete, and core concrete compressive strength tests (core drill test). Each stage of quality control aims to ensure that materials and construction implementation comply with established specifications. The quality of the wire mesh used is checked through measurements and structural verification to ensure durability and sturdiness. Fc'30 Ready Mix concrete is tested through a slump test and laboratory compression test to ensure its strength. Core drill testing was carried out on the completed U-Ditch structure to evaluate the strength of the installed concrete. The findings from MPK show that strict quality control and the application of precast technology can improve construction efficiency and quality. The practical experience students gain in the field not only enriches their knowledge but also strengthens the technical and professional skills required in the construction industry. In addition, this MPK helps students build relationships with professionals in the industry, expand their network, and prepare them for careers in the building engineering field. It is hoped that this experience can improve students' competence as prospective professionals in the field of building engineering. This research also highlights the importance of collaboration between universities and industry. This collaboration not only provides benefits for students in the form of practical experience but also provides opportunities for universities to strengthen relationships with industry and expand partnership networks. Thus, this MPK not only contributes to improving the quality of building engineering education but also to the development of better construction industry practices. It is hoped that this research can make a positive contribution to the development of the building engineering education curriculum and encourage increased collaboration between universities and the construction industry. Through effective quality control and the use of precast methods, this project can be used as an example in creating efficient and high-quality construction, in line with the needs and expectations of stakeholders.

Analisis Kuat Tekan Beton dengan Variasi Agregat Kasar Dicuci dan Tidak Dicuci

This research aims to determine the effect of washed coarse aggregate and unwashed coarse aggregate on the compressive strength of concrete. In this research, the method used was making concrete test objects in the laboratory of the Indonesian Technocrat University. This research was carried out on 8 cylindrical test objects measuring 15 x 30 cm. Of the 8 test objects made, 4 test objects used washed coarse aggregate and 4 test objects used unwashed coarse aggregate. The tests carried out were concrete compressive strength tests at concrete ages of 7, 14, 21 days. The results of the compressive strength of concrete with washed coarse aggregate, the results of conversion calculations for 28 consecutive days were 244.76 Kg/cm2, 212.19 Kg/cm2, 249.88 Kg/cm2, and 226.99 Kg/cm2. The results of the compressive strength of concrete with aggregate rough unwashed, the results of conversion calculations for 28 consecutive days were 229.64 Kg/cm2, 176.27 Kg/cm2, 179.05 Kg/cm2, and 185.86 Kg/cm2. Based on data from research that has been carried out, it can be seen that concrete that uses washed coarse aggregate material has a stronger compressive strength than concrete that uses unwashed coarse aggregate.

PERBANDINGAN UJI KUAT TEKAN BETON MENGGUNAKAN AGREGAT KASAR PECAH MANUAL DENGAN AGREGAT KASAR PECAH PADA MESIN

Construction requires strong and abundant materials, so various concrete mixing innovations are needed, such as the use of a variety of coarse aggregate materials. This research aims to determine the characteristics, comparison of concrete compressive strength tests and split tensile strength tests of manually broken coarse aggregate concrete with machine broken coarse aggregate using the SNI method at the Structure and Materials Laboratory of the Muhammadiyah University of Parepare. The research results show that the characteristics of manually broken and machine broken coarse aggregates meet laboratory material testing standards. The compressive strength value of manually broken coarse aggregate concrete is 24.63 Mpa and machine broken coarse aggregate concrete is 25.19 Mpa. The splitting tensile strength value of manually broken coarse aggregate concrete is 4.778 Mpa and machine broken coarse aggregate concrete is 5.444 Mpa. The use of machine-broken coarse aggregate produces higher compressive and tensile strength values for concrete compared to manually broken coarse aggregate

Penggunaan Limbah Abu Batu Sebagai Campuran Pada Agregat Halus Terhadap Kuat Tekan Beton

Stone ash is a fine aggregate that passes through sieve no. 4 (diameter 4.75mm) but is retained on sieve no. 200 (0.075mm), thus making stone ash a waste that is useful as a mixture of construction building materials because stone ash can function as a fine aggregate as a substitute for sand in concrete mixtures. The purpose of this research is to find out whether stone ash can be a suitable and good material as a substitute for some of the fine aggregate (sand) in a normal concrete mixture or not, to find out the results of the compressive strength test of concrete by stone ash in a normal concrete mixture, and what percentage composition stone ash which produces optimal concrete compressive strength tests or according to plan. The test object used was a 150 × 300mm cylinder with a total of 36 samples. Stone ash waste with composition ratios of 15%, 25% and 35% has a fairly good bond as an added material to normal concrete mixtures as a substitute for fine aggregate and can even increase the compressive strength of concrete significantly. The composition of stone ash used as a mixture for fine aggregate is 15%, 25% and 35% with a planned concrete quality of 20 MPa and a concrete age of 7, 14 and 28 days. The compressive strength produced by normal concrete without a mixture of stone ash aged 7, 14, and 28 days produces concrete compressive strengths of 13.63 MPa, 19.57 MPa, and 20.53 MPa. Next, for concrete with a rock ash composition of 15% of fine aggregate with an age of 7, 14 and 28 days, the concrete compressive strength is 15.75 MPa, 18.02 MPa, 22.03 MPa. Concrete with a stone ash composition of 25% of fine aggregate with an age of 7.14 and 28 days produces a concrete compressive strength of 15.96 MPa, 19.02 MPa, 21.16 MPa. Concrete with a stone ash composition of 35% of fine aggregate with an age of 7, 14 and 28 days produces a concrete compressive strength of 23.49 MPa, 24.31 MPa, 24.95 MPa. From the research conducted, the 35% composition has the highest compressive strength value of concrete among the other compositions

Pengaruh Abu Serbuk Kayu Kulim dan Serbuk Tempurung Kelapa terhadap Kuat Tekan Beton

This research combines kulim wood dust and coconut shell powder as a substitute for concrete materials. Ash from kulim sawdust has silicca properties. Meanwhile, coconut shell powder can be mixed in concrete. This study aims to determine the effect of using kulim sawdust ash as a partial substitution of cement and coconut shell powder waste as a partial substitution of fine aggregate on compressive strength and to determine the ideal proportion of the percentage variation of added ingredients. Concrete planning uses an experimental method that refers to SNI 03-2834-2000, SNI 03-1974-1990 and the Unisla Concrete Practicum Guidebook. With a total sample of 12 test objects with the quality plan K-225. The results of the normal concrete compressive strength test with an N code of 19.55 MPa. The results of testing the compressive strength of concrete with added materials with code A1 are 19.29 MPa. The results of testing the compressive strength of concrete with added materials with code B1 are 18.84 Mpa. The results of testing the compressive strength of concrete with added materials with code C1 are 18.46 MPa. Based on the results of the study it was concluded that the added ingredients of kulim wood powder ash and coconut shell powder did not significantly affect the compressive strength of concrete and the higher the added material value the lower the concrete compressive strength value and the lower the added material value, the higher the concrete compressive strength value.

The 365 km tunnels assessment along ASPI Motorways Network – Key findings addressing risk analysis procedures and structural conditions evaluation and strategy of interventions

An extraordinary assessment plan, performed on 365 km of motorway tunnels, has been carried out in Italy since 2020 starting with detailed inspections and testing. Hundreds of laser scanning kilometres and ground-penetrating radargrams, thousands of concrete compressive strength tests, endoscope inspections and flat-jack tests have been performed so far. Tens of thousands structural defects were detected and several square meters of temporary safety measures installed as well. This allowed to acquire a significant amount of knowledges about the current condition of the asset. According to the process defined by the new Italian Regulations, the dataset analysis provides an insight into the condition of the asset, guiding the entire maintenance process. The visual and detailed inspections frequency is driven by the simplified risk analysis outcome and further safety evaluation are designed based on multidisciplinary criticality. A comprehensive approach, based on in-depth knowledge of the characteristics of the existing tunnel, has been engineered for structural risk, with a focus on tunnel “history” (excavation stages and techniques, construction materials, etc.), design and dimensioning approaches (e.g. Kommerel’s graphical method), identified as standard methods for the tunnel construction period from literature review. Additional analyses are carried out for likely local structural failure modes of tunnel lining (punching and flexural strength of residual concrete layers, spalling hazard of concrete thickness anomalies due to temperature variations). When re-lining is needed, the design of a new shell aimed to ensure at least the same structural performance of the original one is addressed, including seismic loads that were neglected in the original design. The tunnel assessment, from inspections to re-lining works passing through risk analysis, is an on-going process open to be improved in the upcoming years within a wider asset management strategy.

Community Skill Development for the Use of Galvalume Composite Concrete Materials for Building Structural Parts

Galvalume material is often known as Cold Formed Steel material. Galvalume is one component that is often used by the people of Indonesia as a building structure material. Galvalume is easy to use, easily available in the market, and relatively inexpensive. Mild steel profiles can be used instead of roof trusses made of wood and concrete. The problem so far is that innovation regarding the use of Galvalume material has not been widely used for building structures without being wrapped in concrete. In this study, a trial was conducted and the introduction of the application of the use of Galvalume to building structural materials. The methodology is carried out using galvalume which is made as a composite concrete stiffener. Composite concrete testing is only at the concrete compressive strength test stage. The results of the concrete panel test show that the galvalume material can be used and the workers who work on it are not too difficult to do.

Evaluation of compressive strength of concrete durability degradation in dry and wet environments using destructive and non-destructive testing

To develop an effective non-destructive testing (NDT) method to assess the strength of concrete in dry and wet cyclic environments, concrete compressive strengths were evaluated of six different mix ratios in this study using ultrasonic method, rebound method and quasi-static compression tests indoors. Firstly, the results of concrete indoor quasi-static compressive strength tests were compared with the NDT results and the optimum NDT methods applicable to different concrete strength classes were determined. Subsequently, an in-situ NDT evaluation of concrete gates exposed to dry and wet environments for a long-term period was carried out based on the results of the laboratory indoor tests, and the degradation mechanism of concrete strength under dry and wet cyclic conditions was revealed by rebound method testing, borehole coring, and industrial computerized tomography (CT) scanning. The results show that the concrete strength obtained by the ultrasonic rebound method is closer to the actual value when the initial strength of concrete is less than 30 MPa; When the initial strength of concrete is between 30 and 40 MPa, the concrete strength obtained by the rebound method is closer to the actual value; When the initial strength of concrete is greater than 40 MPa, the concrete strength obtained by the rebound and ultrasonic rebound methods differ greatly from the quasi-static compressive strength. In addition, the compressive strength of concrete increases and then decreases with the number of dry and wet cycles increases. In the early stage of the dry and wet cycle, the main reason for the increase of the concrete strength is that the filling of the pores by the hydration products reduces the porosity of the concrete; As the number of dry and wet cycles increases, the hydration products absorb water to expand and lose water to shrinkage, which leads to microcracks, and this is the main reason for the decrease of the concrete strength in the late stage of the dry and wet cycle.

Comparative Study on the Effect of Different Admixtures in Concrete

Abstract: Concrete is one of the most widely used construction material across the world. It is a composite material composed of aggregate bonded together with fluid cement that cures over time. Various types of admixtures are added to concrete mixtures in order to reduce the cost of concrete construction; to modify the properties of hardened concrete; to ensure the quality of concrete during mixing, transporting, placing, and curing; and to overcome certain emergencies during concrete operations. In this study, an attempt has been made to obtain the better type of concrete sample by adding different types of admixtures. Concrete samples are prepared by using two types of admixture i.e. chemical and economical admixtures. Slump test was performed in fresh concrete samples and Compressive strength test has been conducted for the hardened concrete samples with both chemical and economical admixture after 7 days and 28 days.

Obsidiyen Tozu Katkılı Kendiliğinden Yerleşen Betonun Taze Beton ve Mekanik Özelliklerinin İncelenmesi

Self-compacting concrete (SCC) is a special type of concrete with high workability. This type of concrete is preferred and used as innovative concrete because it does not require vibration, has high fluidity, can be applied quickly and requires minimum workmanship. The high workability of self-compacting concrete depends on the type and amount of various chemical and mineral admixtures in its content. In this study, self-compacting concrete groups were produced by using obsidian powder, which is a rock of volcanic origin, at 15, 20 and 25% ratios instead of cement. In these groups; flow-table, V-Funnel flow, L-box, U-box fresh concrete tests and compressive strength tests were carried out after 7 and 28-days of standard water curing. When the test results are examined; it was determined that obsidian powder improved the self-compacting fresh concrete properties. In addition, it has been determined that the concrete mixtures produced using obsidian can have high compressive strength.

Kajian Penggunaan Fly Ash Sebagai Pengganti Sebagian Semen Pada Beton Struktural

This study aims tofind out the effect of the use of fly ash as a substitute for part of cement onthe compressive strength and bending strength of structural concrete, as well as to find out the optimal composition of the use of fly ash so that maximum structural concrete strength is produced. The method used in this study is an experimental method. The study was designed with 5 treatments for concrete compressive strength test and 5 treatment for concrete bending strength test, each repeated 3 times. The treatment tested by beton with the use of fly ash as a substitute for cement as a substitute for cement 0%, 5%, 10%, 15% and 20%. The results showed that the use of fly ash as a substitute for part of cement affects thecompressive strength and bending strength of structural concrete, where there is an increase in compressive strength and bending strength in the use of fly ash 5% by producing a compressive strength of 5% 31.23Mpa and bending strength of 4.03 Mpa, there was also a decrease in compressive strength and bending strength in the use of fly ash of 10%, 15% and 20% by producing compressive strength of 29.74 Mpa, 28.15 Mpa and 26.78 Mpa, as well as producing concrete bending strength of 3.49 Mpa, 3.21 Mpa and 2.94 Mpa. The use of an optimum fly ash of 1.835% results in a maximum concrete compressive strength of 30.75 Mpa and a maximum concrete bending strength of 3.89 Mpa

Is it possible to achieve High-Quality Concrete with Partial Substitution of Fly Ash?

This study aims to determine the characteristics of high-quality concrete using fly ash as a partial replacement for PCC cement. Tests include slump testing, density factor and concrete compressive strength testing. Two variations of the concrete mix are made, namely the variation without fly ash and the 15% fly ash mixture. The results of this study indicate that the characteristics of concrete with fly ash substitution require the same amount of water as the concrete without fly ash to achieve the desired slump value. The density factor values obtained are also the same. In the concrete compressive strength test, the variation of the 15% fly ash mixture was higher than that of the 0% fly ash mixture.

ANALISIS MUTU BETON TERHADAP BETON PASCA BAKAR

A fire is an unwanted disaster, in the framework of a post-fire building structure it becomes the basis for deciding whether the building structure can still be used or not. The rise in high temperatures in concrete structures will result in changes in concrete, the problem faced is how to handle post-fire buildings. From this explanation, this research will discuss the strength of concrete structures, especially the ratio of normal concrete to concrete that has been burnt with variations in duration of burning 1 hour, 2 hours and 3 hours under normal conditions. Concrete compressive strength testing was carried out when the specimens reached the age of 3 days, 7 days, 14 days, 21 days, and 28 days with cylindrical specimens and the flexural strength of concrete was carried out when the specimens reached 28 days. The number of concrete compressive strength test specimens is 36 unit, and the flexural strength is 12 unit. The normal quality of concrete used is 30 MPa. From the results of the analysis regarding the tests carried out on compressive strength, it can be concluded that from the results of the compressive strength tests of 1 hour, 2 hours and 3 hours it decreased by 26.83%, 41.46% and 59.67% compared to concrete normal, for the flexural strength test results of 1 hour, 2 hours, and 3 hours decreased by 33.25%, 66.75%, and 66.75% compared to normal concrete.

EFFECT OF VARIATION OF CEMENT WATER FACTOR IN CONCRETE MIXTURE WITH THE ADDITION OF PALM SHELL ON THE PRESSIVE STRENGTH OF NORMAL CONCRETE

Palm shell is a waste from palm oil production which is shaped like a shell with a hard layer character that aims to protect the palm kernels. The addition of palm shells to concrete is an innovation and breakthrough in the more productive use of palm oil waste. In this study, the percentage of addition of palm shells was used, among others, 0%, 7% and 14% by weight of cement with variations in the cement water factor (FAS) of 0.35, 0.45 and 0.50. The test object used was a cube (15 x 15 x 15) cm with a total of 9 test objects for each FAS with a test time of 28 days. The results of the concrete compressive strength test obtained data for FAS 0.35, the average compressive strength for BTCS was 348.15 kg/cm2, BDCSA (7%) was 363.07 kg/cm2 and BDCSB (14%) was 302.90 kg/cm2. FAS 0. 45 the average compressive strength for BTCS was 292.59 kg/cm2, BDCSA (7%) was 303.20 kg/cm2 and BDCSB (14%) was 249.27 kg/cm2. FAS 0.50 average compressive strength for BTCS was 273.09 kg/cm2, BDCSA (7%) was 271.53 kg/cm2 and BDCSB (14%) was 219.47 kg/cm2. The test results show that the average concrete compressive strength is influenced by the cement water factor (FAS) and the percentage of addition of palm shells in the concrete mix.

PENGARUH LIMBAH CANGKANG KERANG SEBAGAI SUBSTITUSI AGREGAT HALUS TERHADAP KUAT TEKAN BETON

The development of concrete technology in trials of adding mixed ingredients continues to be carried out to obtain the desired strength and quality of concrete. The clam shells contain pozzolanic chemical compounds, namely lime which is expected to be used as a substitute for fine aggregate in a mixture of concrete constituents. This research was conducted to determine the compressive strength of concrete by utilizing shell waste as a substitute for fine aggregate of 0%, 15% and 25% with aging observed at 7, 14 and 28 days. This research carried out several material tests such as sieving, aggregate specific gravity, moisture content, silt content, wear and tear, organic matter, slump test and concrete compressive strength test. Based on the results of the study, it was found that the optimum strength in mixed variations with shell waste as a substitute for 15% fine aggregate obtained a compressive strength value of 14.09 MPa at 14 days. From the results of the research conducted, it can be concluded that the use of shell waste as a substitute for fine aggregate is not recommended for the manufacture of concrete in the world of construction, because the strength value of the concrete obtained does not meet the requirements of Standard SNI 7656: 2012

Optimization of Calcined Termite-Mound Material (CTM) Mortar and Concrete using Response Surfaces Methodology

This study is aimed at the optimization of calcined termite mound material incorporated in mortar and concrete using Response Surfaces Methodology (RSM). The calcined termite mound material substituting cement in mortar and concrete varied from 5 to 15% at interval of 5% in mortar and concrete. Sikament NN was added from 1.0 to 3.0 at interval of 1.0. Test conducted on mortar were: consistency and setting times. For concrete, specimens were cast and tested to failure for all the mixes for curing periods of 3, 7, 28, 60 and 90 days. Modelling and optimization were carried out using Design-Expert software version 11.0 with CTM (5%, 10% and 15%) and Sikament NN (1.0%, 2.0% and 3.0%) levels taking as the input variables. The output responses for mortar were consistency, setting times, on concrete compressive strength test after 3, 7, 28, 60 and 90days curing. Comparison was made to the performance of CTM blended mortar and concrete with controls mortar and concrete in terms of consistency, setting times and in concrete compressive strengths. Results from analysis of variance (ANOVA) indicate that both CTM and Sikament are influential variable in the developed models and all the RSM models are statistically significant in all the factor levels. The optimum mix for mortar was obtained by addition of 2.09 % Sikament NN and 5% CTM replacement with 0.871 desirability. In concrete, 2.05 % Sikament NN and 5% CTM replacement with desirability 0.871 was the optimum.

Kuat Tekan Beton Dengan Substitusi Parsial Pecahan Keramik Pengganti Agregat Kasar Campuran Beton

With the rapid development at this time, the need for building materials continues to increase, especially concrete-forming aggregates. In this study, ceramic shards were used as an ingredient in the concrete mixture and compared with concrete in the same mixture composition. The research was conducted in the laboratory on the constituent materials in the concrete mix, namely cement, sand and crushed stone. To find out whether the alternative material, namely ceramic shards, meets the requirements, a test is carried out, namely through a concrete compressive strength test. The compressive strength test was carried out by making a mixture of normal concrete and concrete mixed with ceramic shards starting at a proportion of 10%, 20%, 30% and 40%. In this study, a cube test object measuring 15 x 15 x 15 cm was used. The mixed concrete mix was prepared in 8 trials for each proportion and the compressive strength test was carried out at 14 days and 28 days of age. The results of the research showed that the ceramic shards fulfill the requirements as aggregates in the concrete mix, according to the compressive strength value of the resulting concrete. namely concrete K225.

Machine Learning-Based Method for Predicting Compressive Strength of Concrete

Accurate prediction of the compressive strength of concrete is of great significance to construction quality and progress. In order to understand the current research status in the concrete compressive strength prediction field, a bibliometric analysis of the relevant literature published in this field in the last decade was conducted first. The 3135 journal articles published from 2012 to 2021 in the Web of Science core database were used as the database, and the knowledge map was drawn with the help of the visualisation software CiteSpace 6.1R2 to analyse the field at the macro level in terms of spatial and temporal distribution, hotspot distribution and evolutionary trends, respectively. Afterwards, we go into the detail and divide concrete compressive strength prediction methods into two categories: traditional and machine-learning methods, and introduce the typical methods of each. In addition, a boosting-based ensemble machine-learning algorithm, namely the gradient boosting regression tree (GBRT) algorithm, is proposed for predicting the compressive strength of concrete. 1030 sets of concrete compressive strength test data were collected as the dataset, of which 60% were used to train the model, 20% to validate the model and 20% to test the trained model. The coefficient of determination (R2) of the GBRT model was 0.92, the mean square error (MSE) was 22.09 MPa, and the root mean square error (RMSE) was 4.7 MPa, which is an excellent prediction accuracy compared to prediction models constructed by other machine-learning algorithms. In addition, a five-fold cross-validation analysis was carried out, and the eight input variables were analyzed for their characteristic importance.

Concrete compressive strength prediction using an explainable boosting machine model

The mixing ratio of the raw materials has a significant impact on concrete compressive strength. Although the compressive strength of concrete can be inferred from the mix ratio, it is frequently challenging to determine how each mix ratio parameter affects the results. In this study, an Explainable Boosting Machine (EBM) is applied to predict the concrete compressive strength and explain the contribution of mix ratio factors on the compressive strength. Meanwhile, the combined algorithm selection and hyperparameter optimization problem in machine learning is implemented by employing a Bayesian optimization technique. A dataset consisting of 1030 concrete compressive strength test data has been used for model building. The results show that the Bayesian optimization algorithm iteratively constructs the algorithmic/hyperparametric model and identifies the optimal point in the space, significantly reducing the time consumption in the ML model building process. In terms of model prediction performance, the EBM algorithm shows excellent results with R2= 0.93, RMSE = 4.33, and MAE = 3.10. The EBM algorithm allows one to fully interpret the contribution of individual features to the prediction results from both global and local aspects, by which the impact of each mix ratio parameter on the compression strength of the concrete can be further determined.

EXPLORING CRUSHED CONCRETE WASTE AS RECYCLED FINE AGGREGATE IN CONCRETE PRODUCTION

Concrete waste is generally a challenge that is left to accumulate in illegal dumping areas and landfills. This research focused on how structural concrete waste could be crushed and used as recycled fine aggregate in the production of concrete. Experiments were carried out to establish the performance of this 0.6 water-cement ratio concrete containing partially recycled fine aggregate. Concrete fluidity and compressive strength tests were carried out at 7 days and 28 days only because the study was exploratory in nature. Results indicated that replacement of 20% natural fine aggregate with recycled fine aggregate resulted in the increase of concrete compressive strength by 8% from 28 MPa to 30 MPa at 28 days. 40% replacement of natural fine aggregate resulted in a drop of compressive strength by 11% yet retaining compressive strength at 25 MPa. 20% and 40% replacement of natural aggregate resulted in the concrete fluidity reduction of 5% and 17%, respectively. The average theoretical density was 2538 kg/m3. The study concluded that normal grade structural concrete can be attained using crushed concrete waste resulting in taking out the concrete waste from landfills and illegal dumping sites. These results established an environmentally friendly mode of handling concrete waste sustainably. Further, this solution would result in slowing down the depletion of natural fine aggregate bodies.