Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor

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Table 3. Slopes of level<br />Variant<br />The total length of the<br />route -<br />Slopes of the level<br />m ≤2% 2-5% >5%<br />V+V 40.813 13.094 19.054 8.664<br />V+N 36.124 8.689 17.758 9.666<br />Table 4. Inclusion of facilities along the route<br />Variant<br />Length<br />Viaducts and bridges<br />on the left and right<br />roadway<br />Tunnels on the left and<br />right roadway<br />[km] Number [km] Number [km]<br />V+V 40.81 32 10.09 22 21.96<br />V+N 36.12 38 9.18 26 27.43<br />Table 5. Structure of traffic flow<br />Category PA BUS LT ST TT AV TOTAL<br />Participation % 79.7 2.5 4.4 5.0 1.5 6.9 100<br />4. TRAFFIC LOAD<br />Traffic load in the base year is determined<br />on the basis of reports of traffic<br />counting Bioče (Louis Berger, October<br />2007), or empirical and modeling annual<br />average daily traffic (AADT) in 2007 for the<br />road M-2, section Podgorica – Bioče and<br />the road R-19, section Bioče – Mateševo.<br />Structure of traffic flow in the future<br />highway is determined based on permanent<br />seven-day traffic count (Table 5) on<br />the road M-2, section Podgorica – Bioče<br />in October 2007.<br />Based on the mentioned data and assumptions,<br />the traffic load (AADT) for<br />future highway section Smokovac – Uvač<br />(Table 6) was calculated in the period<br />2008 – 2027.<br />5. CONSTRUCTION COSTS<br />Estimation of construction costs was<br />made on the basis of route structures and<br />facilities (bridges, viaducts and tunnels,<br />etc.) and price evaluation for these facilities.<br />Price estimation (Table 7) was made<br />on the basis of previously realized projects,<br />respectively the market prices for<br />this type of works. Unit prices for bridges<br />are determined as the average prices based<br />on individually determined prices for each<br />bridge. Estimation the cost of works on<br />tunnels was carried out on the basis of the<br />average price 1 m of tunnel tube (for the<br />left or right roadway depending on length,<br />and the same was adopted for tunnels at<br />high or low route).<br />No 4, 2011. 181<br />MINING ENGINEERING
Table 6. Forecasts for AADT<br />Year PA BUS LT ST TT AV<br />PGDS<br />(drive/day)<br />2007 4623 143 257 292 86 399 5800<br />2008 5085 157 283 321 95 439 6380<br />2009 5594 173 311 353 104 483 7018<br />2010 6153 190 342 389 115 531 7720<br />2011 6769 209 377 427 126 584 8492<br />2012 7073 218 394 447 132 610 8874<br />2013 7391 228 411 467 138 638 9273<br />2014 7724 239 430 488 144 667 9691<br />2015 8072 249 449 510 150 697 10127<br />2016 8378 259 466 529 156 723 10511<br />2017 8697 269 484 549 162 751 10911<br />2018 9027 279 502 570 168 779 11325<br />2019 9370 289 521 592 175 809 11756<br />2020 9726 300 541 614 181 839 12203<br />2021 10096 312 562 637 188 871 12666<br />2022 10479 324 583 662 195 904 13148<br />2023 10878 336 605 687 203 939 13647<br />2024 11291 349 628 713 210 974 14166<br />2025 11720 362 652 740 218 1012 14704<br />2026 12165 376 677 768 227 1050 15263<br />2027 12628 390 703 797 235 1090 15843<br />Table 7. Total construction costs by variants<br />Ord.No.<br />Designation of<br />variant<br />Total length<br />Total amount of<br />construction costs<br />Average price per<br />km<br />[km] (€) (€/km)<br />1 V+V 40.80 649,056,603 15,903,182.88<br />2 V+N 36.10 639,725,443 17,709,153.00<br />6. MAINTENANCE COSTS<br />The maintenance costs include the<br />costs of:<br />• regular maintenance,<br />• investment maintenance, and<br />• winter maintenance.<br />Regular maintenance includes the repair<br />of damage: the roadway, gutters, other drai<br />age facilities, traffic signals, etc. Investment<br />maintenance includes the restoration of asphalt<br />wearing layer. Winter maintenance<br />includes the maintenance of roads in satisfactory<br />condition during the winter period. Total<br />maintenance costs are calculated by variants<br />in [3] and given in Table 8.<br />Table 8. Total maintenance costs by variants<br />Ord.No.<br />Designation of variant<br />Total length [km]<br />Total costs of maintenance<br />(€/year)<br />1 V+V 40.80 1,403,036.00<br />2 V+N 36.10 1,246,085.00<br />No 4, 2011. 182<br />MINING ENGINEERING
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INSTITUT ZA RUDARSTVO I METALURGIJU
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SADR@AJ CONTENS M. Bugari
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vršeno je sve do 1987. god. a kona
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MINING AND METALLURGY INSTITUTE BOR
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Based on realized geological drilli
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istočno od đerdapske navlake lež
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GEOLOŠKE KARAKTERISTIKE LEŽI
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Sl. 4. Teren u domenu ležišta gli
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Ispitivanje granulometrijskog sasta
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literature data, semi-detailed polu
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GEOLOGICAL CHARACTERISTICS OF
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Fig. 4. Field in the domain of clay
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Testing of grain-size distribution
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Ova ankerna smeša će biti koriš
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This anchor mixture will be used in
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Tabela 2. Rezultati ispitivanja kam
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Sl. 4. Određivanje odnosa vlažnos
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Table 2. Test results of stone aggr
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Structural characteristics Det
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305 -100 Sl. 1. Izgled za
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Nakon zapunjavanja preostalog prost
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10 7 BRANA 1 LEGENDA
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305 -100 Fig. 1. View of
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Fig. 3. Review of the present appea
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4. CONCLUSION Fig. 4. Disposit
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Dobivanje uglja iznad raskršća ot
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matematičkom modelu, a međusobne<
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4. ZAKLJUČAK Proračunom dobi
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this stage is carried out alternate
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Rearranging the expression for the<
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4. CONCLUSION Calculation of t
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Tabela 1. Pregled polaznih tehno ek
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5. ZAKLJUČAK Bilansne rezerve
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Table 1. Summary of initial techno-
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5. CONCLUSION Balance reserves
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odmah iza valjka, kome je jedan deo
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Sl.3. Tehnološka šema laboratorij
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further testing, the laboratory pla
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Fig. 3. Technological scheme of lab
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Međutim, na početku ćemo pojasni
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4.1.2. Klasifikacija po posljedicam
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ed Štaba službe spasavanja, zato<
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Tabela 3.[8] Vjerovatnost Ovim
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usiness policy of the company and o
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Table 1. NATURAL (workpla
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will occur from exposure to hazard
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ing to the overall economy. However
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and measures of their control can h
Page 136 and 137: INSTITUT ZA RUDARSTVO I METALURGIJU
Page 138 and 139: Tabela 1. Rudne rezerve u ležišti
Page 140 and 141: Tabela 3. Proizvodnja pratećih pro
Page 142 and 143: Tabela 6. Prosečne neto zarade<br
Page 144 and 145: MINING AND METALLURGY INSTITUTE BOR
Page 146 and 147: Table 1. Ore reserves in the active
Page 148 and 149: Table 3. Production of accompanying
Page 150 and 151: The average net wages have a tenden
Page 154 and 155: i izražava mogućnost da element t
Page 156 and 157: i p ( RZ t ) RZ = ma
Page 158 and 159: 8. Iskop jama za temeije samce 1 2
Page 160 and 161: Pokazani postupak zatim analogno If it is not possible t
Page 170 and 171: Rz3 = Rz2+ t3 [ ] Rz3 = 3
Page 172 and 173: The difference in computation betwe
Page 176 and 177: Tabela 4. Zastupljenost objekata na
Page 178 and 179: 8. TROŠKOVI SAOBRAĆAJNIH NEZ
Page 180 and 181: 11. KRITERIJUMI VREDNOVANJA I 
Page 182 and 183: Tabela 15. Vrednosti kriterijumskih
Page 188 and 189: 7. EXPLOITATION COSTS Exploita
Page 190 and 191: • changes in natural look of terr
Page 192 and 193: Fig. 2. Distribution of responses f
Page 194 and 195: 7. 8. 9. 10. 11
Page 196 and 197: INSTITUT B O INSTITU
Page 199: JP PEU RESAVICA ЈП ПЕУ Р
Page 202: INSTRUCTIONS FOR THE AUTHORS M
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Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor

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