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COMPARING the STANDARD of COARSE AGGREGATES in DAKSHINA KANNADA with MORTH SPECIFICATIONS for BC and DBM Dr

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COMPARING the STANDARD of COARSE AGGREGATES in DAKSHINA KANNADA with MORTH SPECIFICATIONS for BC and DBM Dr COMPARING THE STANDARD OF COARSE AGGREGATES IN DAKSHINA KANNADA WITH MORTH SPECIFICATIONS FOR BC AND DBM Dr. Sowmya NJ Professor, Vivekananda College of Engg & Technology, Puttur. D K., Karnataka Abstract course used for base or sub base layer of roads The primary function of a pavement is to having much higher number of heavy transmit loads to the base, sub base and commercial vehicles. Bituminous Concrete(BC) underlying soil. The properties of aggregates is a type of construction material used as base of used in pavement is depends on gradation and wearing courses in a pavement structure to and type. In this study the information about distribute stresses caused by loading and to the quarries available in the Dakshina protect underlying unbound layers from the Kannada district are collected from the effects of water. Mining department, Mangalore. Every Different sizes of aggregates are available at quarry site was inspected and its locations are various quarries but the details like which quarry identified using GPS. The samples are produces what quality and sizes are not known to collected from Sullia, Puttur, Bantawala and the customers. Also checking the quality of Belthangadi taluks of Dakshina Kannada material from same quarry for different district and tested to find its properties. The construction works requires much and repeated properties of coarse aggregates available in investment on tests. Hence the study is required the district are compared with the standards to know the quality of aggregate available in the of Dense Bituminous Macadam and country. A part of that, in this study an attempt is Bituminous Concrete as per MORTH made to know the quality and sizes of aggregate specifications. The mobile application available for DBM and BC in Dakshina Kannada “Quarry Mart” is developed to give all the district as per MORTH specification. information about aggregates available and its location for the contractors, engineers and II. LITERATURE REVIEW any other customers. Akshay and Inchara [1] studied the parameters Index Terms: Gradation, BC and DBM such as stability, flow, voids filled with bitumen with increase in proportion of combined index I. INTRODUCTION aggregates for DBM mixes. The researchers Coarse aggregates are an integral part of many found that parameters such as air voids and voids construction applications, they used as a granular in mineral aggregate increases with increase in base placed under a slab or pavement, or as a proportion of combined index aggregates of component in a asphalt or concrete mixtures. DBM mixes. Flakiness index up to 30% for Aggregate gradation determines the void content DBM can be permitted without compromising within the structure of aggregate and also the the specification requirements. Sakthibalan [2] amount of binder that is required to fill the void studied the behavior of DBM and SDBC(Semi space. The quality of aggregate and its gradation Dense Bituminous Concrete ) mixes with is to be known to select the material before aggregates having different flakiness indices construction of any project. Dense Bituminous (0%, 20%, 40%, 60%, 80% and 100%) to Macadam (DBM) is mainly used as binder quantify the effects of flaky aggregates by ISSN (PRINT): 2393-8374, (ONLINE): 2394-0697, VOLUME-5, ISSUE-11, 2018 72 INTERNATIONAL JOURNAL OF CURRENT ENGINEERING AND SCIENTIFIC RESEARCH (IJCESR) removing elongated aggregates. From the results the Arabian Sea on the west. With population of of Marshal Stability test, the researcher found about 20.9 lakh, of Karnataka, Dakshina that the flow value, voids filled with bitumen and Kannada becomes 8th most populous district. As tensile strength ratio decreases and air voids per statistical data 2016, total geographical area increases with increases in proportion of flaky of Dakshina Kannada district is 4861 km2 and it aggregates. Haider, et al. [3] evaluated the is the 11th smallest district by area in the state. performance of Dense Bituminous Macadam and Population density of the district is 430 persons Bituminous Concrete mixes with three per km2. The district is divided into five taluks gradations and two types of binders using such as Mangalore, Bantwala, Puttur, Sullia Gradation Ratio and found that the performance and Belthangady. properties of the bituminous mixes have A.Details of quarries In Dakshina Kannada correlation with aggregate gradation and larger District the value of Gradation Ratio. The quarry details (Table I) of study area are collected from the Mining department, Chirag et al.[4] studied the effects of aggregate Mangalore. This data includes number of type, size and content on the compressive quarries available, its owner information and strength, workability, durability and other quantity of production. properties of fresh as well as hardened concrete V. METHODOLOGY of mix M20(1:1.5:3). The researchers observed As per the data collected from the Mining that the compaction factor test was more department the field survey is conducted. sensitive towards the gradation of aggregates and the result showed that gap graded with The quarries are visited to collect the samples compaction factor 0.872 has better workability along with this, its location, owner information among different grades. Concrete with gap and quantity of production etc are also collected. graded aggregate showed higher compressive During the field visit it was noted that many strength (14 N/mm2) compared to concrete with quarries are not in operation, due to several uniformly graded aggregate (13.5N/mm2) and problems, which are listed in Table.II. well graded aggregate (13.1N/mm2). It is summarized that gradation of coarse aggregate Table I Total no .of quarries available in affects the strength properties pavement mixes. Dakshina Kannada district. Taluks Puttur Sullia Bantwa Beltha Manga III. OBJECTIVES OF THE STUDY la ngadi lore The following are the objectives framed for No. of 2 2 13 9 46 the study. quarries • Determining the strength and gradation of coarse aggregates available in Dakshina The specific gravity, water absorption, impact Kannada district. value and gradation of aggregates are determined and the results compared with • Comparing the standards of aggregates with MORTH (Ministry of Road Transport and requirements of Dense Bituminous Macadam Highways) specification required for Dense and Bituminous Concrete as per MORTH Bituminous Macadam and Bituminous specification. Concrete. • To develop a mobile application which is useful for the customers to get the information Table II Working condition of quarries in about number of quarries, its location, sizes and Dakshina Kannada district quality of aggregates produced and quarry owner Taluks No .of quarries information of Dakshina Kannada district. Working Not working Puttur - 2 IV. STUDY AREA Sullia 1 1 Dakshina Kannada is a district in the state Bantwala 12 1 of Karnataka in India. It is sheltered by Belthangadi 4 5 the Western Ghats on the east and surrounded by Mangalore 38 8 ISSN (PRINT): 2393-8374, (ONLINE): 2394-0697, VOLUME-5, ISSUE-11, 2018 73 INTERNATIONAL JOURNAL OF CURRENT ENGINEERING AND SCIENTIFIC RESEARCH (IJCESR) • Quarry details of Sullia taluk that the aggregate available in Alleti quarry Among two quarries of Sullia taluk only Alleti satisfies the strength criteria requirements of BC quarry is functioning. It is cleared from Table III and DBM as per MORTH specification . Table III Quarry details of Sullia taluk Sl Place Name and Size of the Quantity Location Sp.gr Water Impact no address aggregates m3 absorption value 1 Alleti Mohamad Asif 20mm 1600 12⁰32'21.9''N 2.66 2 20 Mangalore 75⁰22'32.1'' E 2 Yenekall Rajesh No Production 12⁰40'27.8'' - - - u Mangalore N 75⁰33'28.0'' E Requirements as per MORTH BC - 2 24 DBM - 2 27 The gradation of aggregates available in Aletti collected and materials tested as per required quarry are matching (Table IV) between specification. 40-26.5mm of Dense Bituminous Macadam • Quarry details of Belthangadi taluk requirements and remaining size of aggregates are not matching with both Bituminous Concrete Out of nine quarries available in Bantwala Taluk and Dense Bituminous Macadam requirements. only five quarries are in working condition. Hence it is recommended to crush further as per Based on the test results it is found that all these standards to use these aggregates for Dense aggregates satisfies to impact value and water Bituminous Macadam and Bituminous Concrete absorption recommended as per MORTH construction. specification of DBM and BC. The record of Table IV Gradation of Aletti Quarry Mining department shows that quarries produces % Finer 40mm and 20mm size of aggregates but when As per MORTH Aletti the site was inspected it is found that at present BC DBM quarry the quarry is producing either only 40mm or 20mm size of aggregates. The aggregate IS Sieve Nominal NAS gradation of quarries Andinje1 and Andinje2, Size(mm) aggregate(NAS) 37.5mm Kukkala1 and Kukkala 2 are matching between 19 mm 37.5mm 40-13.5 mm of Dense Bituminous Macadam 40 100 100 requirements and remaining size of aggregates 37.5 95-100 100 are not matching with both Bituminous Concrete 26.5 100 63-93 74.29 and Dense Bituminous Macadam requirements. 20 90-100 - 75.54 . 13.2 59-79 55-75 6.94 • Quarry details of Puttur taluk 10 52-72 - 1.39 At present in Puttur no qurries are functioning 4.75 35-55 38-54 - and the aggregates for the construction are taken 2.36 28-44 28-42 - from nearby taluks. 1.18 20-34 - - • Quarry details of Bantwala taluk 0.6 15-27 - - Out of thirteen quarries available in Bantwala 0.3 10-20 7-21 - Taluk, a total of twelve quarries are functioning. 0.075 2-8 2-8 - Based on the test results it is found that all these Similarly the details of quarries available in aggregates satisfy the impact value and water Puttur, Belthangadi and Bantwala taluks are absorption recommended as per MORTH specification for BC and DBM.
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