International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 5, May 2017, pp.404–408, Article ID: IJCIET_08_05_047 Available online at http://iaeme.com/Home/issue/IJCIET?Volume=8&Issue=5 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed MAPPING AND EVALUATION OF CONSTRUCTION MATERIALS IN AND AROUND AMARAVATHI-THE CAPITAL OF ANDHRA PRADESH Ayyappa. M and Jayaram Reddy. G Final year B.Tech, Department of Civil Engineering K L University, A.P., India. Dr. K. Rajashekara Reddy Associate Professor, Department of Civil Engineering K L University, A.P., India. ABSTRACT Amravathi is the riverfront capital city of Andhra Pradesh. It is located on the southern banks of the Krishna river in Guntur district,16.5730° N, 80.3575° E within the Andhra Pradesh Capital Region spread over an area of 217.23 km2 Amaravati, is situated in Guntur district, was once the seat of power of Satavahana rulers. Key words: Krishna river, Amaravati river, Mapping and Evaluation. Cite this Article: Ayyappa. M, Jayaram Reddy. G and Dr. K. Rajashekara Reddy Mapping and Evaluation of Construction Materials in and Around Amaravathi-The Capital of Andhra Pradesh. International Journal of Civil Engineering and Technology, 8(5), 2017, pp. 404–408. http://iaeme.com/Home/issue/IJCIET?Volume=8&Issue=5 INTRODUCTION Amravathi is the riverfront capital city of Andhra Pradesh. It is located on the southern banks of the Krishna river in Guntur district,16.5730° N, 80.3575° E within the Andhra Pradesh Capital Region spread over an area of 217.23 km2 Amaravati, is situated in Guntur district, was once the seat of power of Satavahana rulers. Apart from the historical and cultural importance, the city is also centrally located. A report in The Indian Express notes that it is "easily accessible from north and south, coastal districts and the Rayalaseema region". OBJECTIVE 1. To collect details about various constructions started by the government of Andhra Pradesh. 2. Come up with a map showing locations of construction materials 3. To study and evaluate the properties of construction materials around the capital http://iaeme.com/Home/journal/IJCIET 404 [email protected] Mapping and Evaluation of Construction Materials in and Around Amaravathi-The Capital of Andhra Pradesh METHODOLOGY 1. Collection of literature. 2. Collection of relevant maps 3. Collection of data on mining locations. 4. Collection of samples. 5. Testing of samples. 6. Compilation of results. 7. Preparation of map and report showing construction materials. TESTS PERFORMED ON SAMPLES 1. Aggregate crushing test. 2. Aggregate impact test. 3. Specific gravity of Aggregates. 4. Abrasion test on aggregates. 5. Water absorption. 6. Flakiness and elongation index. All the above tests are performed based on IS 2386, IS 1124. IS 2386 is Indian standard for above tests on coarse aggregates and IS 1124 is for specific gravity and water absorption tests Various constructions proposed by government of Andhra Pradesh: Office components Table 1 Name Area Legislature 3,23,985 SFT (net Land area – 25 Acres) High Court 5,99,900 SFT (net Land area – 30 Acres) Housing components Table 2 Name Area Raj Bhavan/Governor (Office & Residence) 3,16,100 SFT (net Land area – 20 Acres) Amaravati House (State Guest House) 55,000 SFT (net Land area – 5 Acres) Chief Minister Residence 30,000 SFT (net Land area – 10 Acres ) Cabinet Minister’s Residences 1,00,000 SFT (net Land area – 10 Acres) MLA’s & MLC’s Quarters 9,34,000 SFT (net Land area – 15 Acres) Chief Justice Residence 15,000 SFT (net Land area – 5 Acres) Judge’s Residences 1,44,000 SFT (net Land area – 30 Acres) AIS Officer’s Residences 2,88,000 SFT (net Land area – 40 Acres) Gazetted Officer’s Quarters 9,36,000 SFT (net Land area – 20 Acres) Non-Gazetted Officer’s Quarters 20,52,000 SFT (net Land area – 40 Acres) Class IV Employees 2,04,750 sqft (net Land area – 6 Acres) http://iaeme.com/Home/journal/IJCIET 405 [email protected] Ayyappa. M, Jayaram Reddy. G and Dr. K. Rajashekara Reddy Outdoor components Table 3 Name Area Capital Square or Amaravati Square or Amaravati Capital Square or People’s Not Confirmed Square River front promenade & plaza Not Confirmed Civic Axis Not Confirmed Other components Table 4 Name Area MICE facilities for government business Not Confirmed Food & Beverage zone Not Confirmed Necessary basement, surface and multi-storied Not Confirmed parking Secretariat 9,25,000 SFT (net Land area – 20 Acres) Head of Departments 47,74,066 SFT (net Land area – 80 Acres) Government of India (GOI) Offices 9,25,360 SFT (net Land area – 23 Acres) International Consulates 50 Aceres RESULTS Results of various tests performed on samples: Table 5 Flakiness Crushing Impact Specific Abrasion Water Location & test test gravity test absorption elongation 25.9%& Lam 24.73% 19.62% 2.8 22.53% 1.03% 36% 26.34%& Vykuntapuram 22.08% 18.70% 2. 63 22.31% 1.40% 38.90% 22.3%& Vankayalapadu 23.80% 19.28% 2.82 22.70% 1.60% 39% 22.8%& China Palakaluru 25.06% 19.26% 2.8 23.47% 1.20% 37% 26.31%& Bellamkonda 23.90% 19.20% 2.5 22.36% 1.50% 37.60% 27.2%& Karlapudi 25% 18.28% 2.83 23.60% 2% 39.20% 26.3%& APHMEL, Kondapalli 23.70% 19.10% 2.78 22.30% 1.80% 37% 28.2%& G.Konduru 22.80% 18.70% 2.4 22.40% 1.92% 37.70% http://iaeme.com/Home/journal/IJCIET 406 [email protected] Mapping and Evaluation of Construction Materials in and Around Amaravathi-The Capital of Andhra Pradesh Table 5 (continued) Flakiness Crushing Impact Specific Abrasion Water Location & test test gravity test absorption elongation 26.2%& P.Nainavaram 25.10% 18.38% 2.93 23.70% 1.30% 42.50% 26%& Vinagadapa 22.67% 18.36% 2.37 22.38% 1.80% 38.60% 27.1%& V.D.Puram,Vijayawada 24% 19.30% 2.6 23.70% 1.50% 35% 21.3%& Bandarugudem 23.31% 18.78% 2.92% 23.34% 1.20% 38.20% Map showing mining locations: Figure 1 1. Chinna Palakaluru 2. Vykuntapuram 3. Vankayalapadu http://iaeme.com/Home/journal/IJCIET 407 [email protected] Ayyappa. M, Jayaram Reddy. G and Dr. K. Rajashekara Reddy 4. Bellamkonda 5. Karlapudi 6. Lam 7. V D Puram 8. Edulagudem 9. Konduru 10. Nainavaram 11. APHMEL.kondapalli 12. Vinagadapa CONCLUSION • Sample with highest crushing strength is available in P.Nainaram • Sample with highest impact strength is available in Lam • Sample with highest specific gravity is available in P.Nainaram • Sample with highest abrasion is available is P.Nainaram & V.D.Puram • sample with least water absorption is available in Lam • sample with highest flakiness index is available in G.Konduru • sample with highest elongation index is available in P.Nainaram • sample with highest bitumen adhesiveness in available in Lam P.Nainaram is concluded as best quarry for coarse aggregates because of it high crushing test, highest abrasion, highest elongation index & highest specific gravity according to IS 2386, IS 1124. REFERENCES [1] Resilient Infrastructure for the Capital City Amaravathi Pothula Shiva Sai Kiran1, Harshit Sosan Lakra21 – M. Tech Student, Centre for Excellence in Transportation Systems, IIT Roorkee. [2] The City as Public Space:Abuja - the Capital City of Nigeria Goomsu Ikoku Postgraduate ResearcherUniversity of Newcastle upon Tyne, UK. [3] Resilient future:The cultural riverfront edge in the new capital.Amaravathi,in Andhra Pradesh, A Thesis Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfilment of the requirements for the degree of Master of Landscape Architecture. [4] Ch. Nithin Kumar Reddy, SS. Asad and A.V.S. Prasad, Evaluation of Flood Management For Krishna River Bank Stretch of Andhra Pradesh State. International Journal of Civil Engineering and Technology, 8(1), 2017, pp. 302–306. [5] Tempo-Spatial Patterns of Land Use Changes and Urban Development in Globalizing China: A Study of Beijing.Yichun Xie 1, Chuanglin Fang 2, George C.S. Lin 3, Hongmian Gong 4 and Biao Qiao 2 . http://iaeme.com/Home/journal/IJCIET 408 [email protected] .