Bridge Of Metal And Concrete DWG Block for AutoCAD

Bridge Metal and Concrete

Drawing labels, details, and other text information extracted from the CAD file (Translated from Romanian):

cross-section, longitudinal section, elevation elevation foundation, foundation share base-ground foundation, elevation elevation culee-cuzinet, elevation structural strength, plank view, section bb, -detail, cuzinet, reinforced, steel, stopper romtix , pedestrian sill, longitudinal section aa, note:, spindle bearing, plank view, longitudinal axis, cross section, joint cover, bottom, top, exposure class, durability class, concrete, axle road, metallic parapet , the ragge of the masonry, the drawing scale, the cross-section type of ramps the technical class v, the cross-section type dc the technical class v, the point number, the projected elevations, the existing elevations, the distances, the project distances, the minimal level of the talveg level, the communal road demacusa, , property limit, trapezoidal earth ditch, longitudinal bridge profile, connect to the existing road elevation, dc demacus shaft

Raw text data extracted from CAD file:

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\W1.03;+675,99 \W1.18;5 \W1.04;+675,05 \W1.03;+675,05 \W1.18;5 \W1.02;+675,19 \W1.18;5 \W1.03;+675,49 \W1.18;5 \W1.02;+681,09 \W1.18;5 \W1.04;+699,23 \W1.18;5 1 \W0.71;\T1.15;SECTIUNE B-B 0.2257326900726184 56.22289214516059 107.5282841571607 107.5069491984323 107.4930508504622 107.5328512233682 107.5282841571607 56.18768826825544 50.0 74.5447063120082 108.276915573515 5 5 5 OB37 30bare d12/25cm L=2.10m 5 OB37 20 bare d12/75cm L=2.10m 190 190 1 16 bare OB37 d14/25cm L=3.85m 1 1 1 1 190 90 90 4 4 4 4 OB37 12bare d12/25cm L=4.15m 4 115 85 85 115 2 2 3 OB37 52bare d12/25cm L=2.38m 43 90 90 2 OB37 16bare d12/25cm L=3.00m 50 95 95 45 6 17 bare PC52 d25/10(15)cm L=7.00m 640 30 30 7 34 bare OB37 d12/25cm L=6.55m 640 6 6 7 \W0.71;\T1.2;SECTIUNE A-A \A1;STRAT BETON EGALIZARE Bc4.5 C 4 /5 5.000000004656613 \A1;COLOANE FORATE d1080 mm L=6.00m \A1;COLOANE FORATE d1080 mm L=6.00m 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 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\A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;16 \A1;4 \A1;110 \A1;215 \A1;215 \A1;110 \A1;10 \A1;100 \A1;75 \A1;10 \A1;100 \A1;100 \A1;45 \A1;115 \A1;10 \A1;15 \A1;80 \A1;5 \A1;110 \A1;215 \A1;215 \A1;110 \A1;25 \A1;13 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;16 \A1;16 \A1;25 \A1;5 \A1;10 \A1;10 \A1;10 \A1;10 \A1;10 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;15 \A1;9 \A1;10 \A1;10 \A1;10 \A1;10 \A1;5 \A1;19 \A1;52 \A1;5 100.000 8 PC52 d20 L=0.70 30 30 10 C12/15 1.550000000008822 SECTIUNE TRANSVERSALA 3.000000000002956 19.99999999999886 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 14.00000000010664 2.999999999997272 19 1.05 56 1.07 1.19 8 46 1.34 1 OB37 5d10/m L=5.20 2 OB37 5d10/m L=3.20 74 46 74 74 37 3 OB37 5d10/m L=2.32 19 72 141 5 OB37 4d10/m L=2.58 30 1.64 83 1.75 6 OB37 4d10/m L=3.12 1.14 24 57 75 25 51 7 PC52 d18 L=1.10 1.00 10 4 OB37 d10 L=5.09 1 2 3 4 5 6 7 8 1 2 4 7 SECTIUNE LONGITUDINALA C12/15-24.67mc C12/15 C12/15 19.99999999999886 19.99999999999886 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 19.99999999999886 19.99999999999886 20.00000000000455 19.99999999999886 19.99999999999886 100.0 339.9148253973863 9.999999999990905 125.0 125.0000000000114 259.9999999999909 500.0000000000341 519.9999991744903 539.9999983488556 9.999999999990905 125.0 125.0 270.0000000000045 \A1;STRAT BETON EGALIZARE Bc4.5 C 4 /5 \A1;FUNDATIE BETON C 12 /15(B200) \A1;CHIUNETA DREN C 12 /15(B200) \A1;INFRASTRUCTURA ELEVATIE CULEE C12/15 \A1;ancore PC52 d18 L=1.10m la 20cm (30buc/ml) 10.00000000000227 C12/15 59.99999999999659 59.99999999999091 250.0 30.00000000000114 39.99999999999773 40.00000000000341 39.99999999999773 35.00000000000227 \A1;cuzinet si zid de garda beton armat C18/ 22.5 d10 la 10cm(5buc/ml) 296.00 297.25 298.50 300.10 300.50 301.20 301.97 Cota rost elevatie fundatie Cota rost fundatie-teren de fundare Cota sup.elevatie culee-cuzinet Cota sup.structura rezistenta 302.59 150.0 150.0 30.00000000000682 119.9999999999932 30.00000000000682 119.9999999999932 30.00000000000682 85.00000000005912 85.00000000004775 1.999999999975444 3.00000000000864 53.99999999999636 2.999999999997272 279.9148253973783 49.99999999998863 44.01297885286795 5.000000000001137 64.97228041534413 49.98998145992459 25.0 24.97542135827757 69.9841846696927 119.9622618752699 24.50000000000045 11.00000000000136 24.41709849927634 44.0495106838398 104.0495106838364 30.00000000000682 160.4135954374783 110.4865900004711 25.99981456204432 50.00000000001137 250.0 9.999999999990905 19.99999999998181 199.9148253973942 59.99999999999659 59.91709849927815 80.00000000000682 266.5719110394321 76.90000000000055 9.999999587193997 9.999999587182629 20.00000000000455 20.00000000012392 299.30 301.70 60.00000000002501 210.0000000000023 125.0 124.9999241833962 9.999997331601662 \A1;83 \A1;35 \A1;115 \A1;150 \A1;35 \A1;83 \A1;110 \A1;2 \A1;110 \A1;2 \A1;110 \A1;2 \A1;110 \A1;60 \A1;44 \A1;25 \A1;25 \A1;70 \A1;104 \A1;25 \A1;25 \A1;70 \A1;31 \A1;15 \A1;24 \A1;70 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;40 \A1;13 82.49999999999318 35.00000000000227 114.9999999999977 150.0 35.00000000000227 82.50000000000455 110.0000000000023 1.999999999998181 110.0000000000023 1.999999999998181 110.0000000000023 1.999999999998181 110.0000000000023 1 3 2 VEDERE PLANA \A1;F3 350X310X20 mm \A1;APARATE DE REAZEM 59.91709849927531 44.13241218455823 25.0 24.97276784102951 69.9894940342432 104.0495106838335 25.0 24.97276784102951 69.9894940342432 31.3728823146306 15.00000000000057 23.61661171961202 69.9894940342432 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 20.00000000000455 40.00000000000909 12.9300900419139 1 2 3 4 8 10.00000000000227 5.000000000001137 64.97228041534413 49.98998145992459 25.0 24.97542135827757 69.9841846696927 119.9622618752699 22.02475534192274 104.0495106838364 110.4865900004711 25.99981456204432 76.90000000000055 25.0 49.5864045625126 136.4864045625154 30.00000000000114 15.00000000000057 24.96581326197713 2.999999999997272 7.000000000005002 10.00000000000227 36.99470316219049 2.591701400319835 \A1;25 \A1;10 \A1;120 \A1;104 \A1;110 \A1;26 \A1;77 \A1;5 \A1;65 \A1;50 \A1;25 \A1;25 \A1;70 \A1;22 \A1;50 \A1;136 \A1;30 \A1;15 \A1;25 \A1;3 \A1;7 \A1;10 \A1;37 \A1;3 \A1;125 \A1;270 \A1;150 \A1;85 \A1;85 \A1;120 \A1;104 \A1;26 \A1;200 \A1;60 \A1;60 \A1;267 \A1;10 \A1;2 \A1;3 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;14 \A1;3 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;100 \A1;340 \A1;10 \A1;125 \A1;125 \A1;260 \A1;500 \A1;520 \A1;540 \A1;10 \A1;125 \A1;10 \A1;60 \A1;60 \A1;250 \A1;30 \A1;40 \A1;40 \A1;40 \A1;35 \A1;150 \A1;30 \A1;120 \A1;30 \A1;120 \A1;30 \A1;2 \A1;3 \A1;54 \A1;3 \A1;280 \A1;50 \A1;44 \A1;5 \A1;65 \A1;50 \A1;25 \A1;25 \A1;70 \A1;25 \A1;11 \A1;24 \A1;44 \A1;30 \A1;160 \A1;110 \A1;50 \A1;250 \A1;10 \A1;20 \A1;80 \A1;77 \A1;10 \A1;20 \A1;20 \A1;60 \A1;210 \A1;125 \A1;125 \A1;10 5 5 1 3 8 5 5 5 5 5 4 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.8;VEDERE\~PLANA D-D\~\~ <> <> <> <> <> <> <> <> <> <> <> <> <> \W1.02;1.A \W1.02;1.A \W0.71;ax\~culeea\~C1(C2) \W0.8;SECTIUNE E-E \~\~ \W1.05;L.1 \W1.11;L.2 \W1.10;L.3 C B B A A \W0.8; SECTIUNE \~A-A <> <> <> <> <> \W1.05;L.1 \W1.11;L.2 \W1.10;L.3 C D D C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5% 5% 5 5 5 5 5 5 E E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 <> 5 5 5 5 5 5 5 5 D D A A 5 5 5 5 5 5 \W0.8;SECTIUNE \~B-B 15 1.03 1 PC52 5d12/m L=4.65 2 OB37 5d10/m L=2.70 1.15 56 1 3 8 115 5 38 125 70 37 70 65 28 3 PC52 5d12/m L=2.51 19 62 140 7 1.33 83 68 5 PC52 4d12/m L=1.51 8 PC52 d20 L=0.70 30 30 10 6 OB37 4d10/m L=3.70 64 142 1.14 25 156 75 5 5 5 5 5 4 5 5 5 2 5 1 2 4 OB37 d10 L=6.15 5 6 7 6 7 5 7 OB37 d10 L=6.15 5 9 OB37 48d8 L=1.70 10 12.5 12.5 30 30 10 12.5 12.5 30 30 10 OB37 96d8 L=0.40 30 SECTIUNE B-B -DETALIU CUZINET ARMAT \A1;CHIUNETA DREN b.a. C 16 /20 NOTA: La executia umpluturilor din spatele culeii se vor respecta recomandarile din “Normativul privind executia terasamentelor de drumuri”, indicativ C182/87, STAS 2914/84, si “Instructiuni tehnice pentru proiectarea,executia si intretinerea terasamentelor si a caii in zona pod-rampa de acces” a INCERTRANS din 1992,respectand caracteristicile materialelor folosite, in special: -coeficientul de neuniformitate >5; -indicele de plasticitate <10; -continutul partii fine max. 6% cu d<0.005mm, max. 20% cu d<0.05mm, max. 40% cu d<0.25mm Toate suprafetele in contact cu pamantul vor fi protejate cu doua straturi de bitum filerizat; 5 \A1;ANCORE CONF PLANSEI ARMARE RADIER \A1;ZID INTORS CF.PLANSEI PLAN COFRAJ ARMARE ZID INTORS SC 1:25 5 \A1;ZID INTORS CF.PLANSEI PLAN COFRAJ ARMARE ZID INTORS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 \W1.02;1.D \W1.02;1.D 3 Se vor respecta prevederile "Codului de practica pentru executarea lucrarilor din beton armat si beton precomprimat" - NE 012-2007 . OTEL C16/20 - P8 - G100 - T4 - II/A-S32,5 / 0-16 . Dozaj minim de ciment : 280 kg/mc ; A/C max : 0,45. Stratul de acoperire cu beton al armaturilor este de 5 cm . OB 37 ; PC 52 \A1;BETON C16 /20 B250 Clasa de durabilitate D12/30 Clasa de importanta a constructiei: clasa IV (\U+03B3=1,0) ag=0.16g=1.5696 (IMR=100 ani); Tc = 0,70sec; TB=0,07sec; TD=3sec. Clasa de expunere XC4+XF4+XD3\Fromans|c0;\H0.4798x;; Se vor respecta prevederile "Codului de practica pentru executarea lucrarilor din beton armat si beton precomprimat" - NE 012-2007 . OTEL C18/22.5 - P8 - G100 - T4 - II/A-S32,5 / 0-16 . Dozaj minim de ciment : 300 kg/mc ; A/C max : 0,45. Stratul de acoperire cu beton al armaturilor este de 5 cm . OB 37 ; PC 52 \A1;BETON C20/25 B300 Clasa de durabilitate D12/30 Clasa de importanta a constructiei: clasa IV (\U+03B3=1,0) ag=0.16g=1.5696 (IMR=100 ani); Tc = 0,70sec; TB=0,07sec; TD=3sec. Clasa de expunere XC4+XF4+XD3\Fromans|c0;\H0.4798x;; 5 6 7 5 E E 5 5 6 5 5 4 5 5 8 9 9 9 9 0 \A1;ANCORE CONF PLANSEI ARMARE RADIER \W1.02;+672,68 \W1.02;+675.18 \W1.02;+676.13 \A1;117 6.00 1.00 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;15 \A1;19 \A1;20 \A1;20 \A1;20 \A1;20 \A1;60 \A1;45 \A1;2 \A1;2 \A1;45 \A1;15 \A1;5 \A1;5 \A1;60 \A1;20 \A1;31 \A1;9 \A1;53 \A1;5 \A1;19 \A1;3 .60 .15 .15 1.95 .15 .15 1.95 .15 .15 .60 .60 5.30 .60 1.45 2.25 2.25 .75 .75 .30 .10 .65 .25 .60 .05 1.95 1.95 2.30 .30 6.00 25 1.45 .90 .60 6.50 \A1;75 \A1;5 \A1;75 \A1;25 \A1;25 2.50 3.50 .90 .15 .85 1.45 46 108 46 200 1.20 .70 .50 2.00 .60 1.00 \A1;130 \A1;70 \A1;53 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;16 \A1;44 .70 \A1;5 \A1;60 \A1;20 \A1;31 \A1;9 \A1;95 \A1;50 \A1;25 \A1;25 \A1;20 \A1;50 \A1;15 \A1;15 \A1;15 \A1;13 \A1;7 \A1;15 \A1;15 \A1;15 \A1;15 \A1;2 \A1;18 \A1;11 \A1;10 \A1;7 \A1;65 \A1;25 \A1;120 \A1;25 \A1;170 \A1;130 \A1;44 .60 .15 .15 1.95 .15 .15 1.95 .15 .15 .60 .60 5.30 .60 3.50 .90 .15 .85 1.45 1.45 2.25 2.25 .75 .75 .30 .10 .65 .25 .60 .05 1.95 1.95 2.30 .30 6.00 25 1.45 .90 .60 6.50 \A1;75 \A1;5 \A1;75 \A1;25 \A1;25 2.50 46 108 46 200 1.20 .70 .50 2.00 .60 1.00 \A1;130 \A1;70 \A1;53 \A1;5 \A1;60 \A1;20 \A1;31 \A1;9 \A1;53 \A1;5 \A1;19 \A1;3 \A1;117 6.00 1.00 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;15 \A1;19 \A1;20 \A1;20 \A1;20 \A1;20 \A1;60 \A1;45 \A1;2 \A1;2 \A1;45 \A1;15 \A1;5 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;16 \A1;44 \A1;13 \A1;30 \A1;35 605.0 1210 605 5.0 0.300 530 325 325 325 325 530 185.0 0.30 449.5 50.0 0.500 1200.0 0.500 0.500 4.50 .30 .30 .05 2.30 5.0 24.20 5.0 2.30 2890.0 6.70 25.0 75.0 2.50 2.50 75.0 25.0 5.00 40.0 25.0 .0 .0 5.0 85.0 5.0 900 .0 .0 5.0 830 5.0 900 18.5 2231.5 18.5 2231.5 18.5 18.5 2231.5 18.5 2231.5 18.5 300 5300 13000 5300 300 300 5300 3250 3250 3250 3250 5300 295 5600 13000 5600 150 150 1950 150 150 1950 150 150 300 1950 300 1950 300 2250 2250 2250 2250 4800 145 \W1.12;600 300 4995 300 2950 300 2950 300 2950 300 2950 300 5000 300 150 150 150 1950 150 150 1950 150 150 300 1950 300 1950 300 2250 2250 100 10 16 110 28 24 R12 14 14 12 12 6 8 8 6 6 16 6 28 99.99999997671694 10.00000000931323 15.99999994505197 109.8898655784524 27.71681395824999 24.00346496142447 5 13.85840692091733 13.85840703733265 12.00173306278884 12.00173189863563 5.858407937921584 8.000000030733645 8.000000263564289 5.858406773768365 5.858407937921584 16.00000029429793 5.858406890183687 27.71681500598788 .95 10.70 \A1;176 \A1;4 \A1;40 7.05 4.00 12.30 \A1;12 \A1;6 \A1;21 \A1;28 \A1;20 \A1;22 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;32 \A1;22 \A1;20 \A1;28 \A1;21 \A1;6 \A1;12 \A1;21 \A1;144 \A1;32 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 \A1;72 1.20 8.00 1.20 1.20 3.60 3.60 3.60 \A1;8 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;24 \A1;18 \A1;176 \A1;1120 \A1;24 \A1;32 9.70 9.70 .50 8.50 5.20 5.20 28.90/2 .40 2.30 5 24.20/2 .40 1.20 4.00 .40 .40 1.20 4.00 4.00 1.20 .40 8.00 1.30 3.60 .05 1.45 .95 DETALIU TROTUAR T=0.75m Sc 1:5 \W0.70;Placa\~de\~suprabetonare-\~18cm\~C25/30 \W0.70;Hidroizolatie \W0.70;Protectie\~hidroizolatie\~M100T-3.5cm \W1.01;Bordura\~pref.\~20X25cm ,C25/30 \W1.00;Cordon\~de\~etansare\~ROMTIX \W0.70;\~Asfalt\~turnat\~-\~3+4cm 5 5 5 5 5 5 <> 5 145.8974092414564 dop romtix asfalt turnat pe trotuar de 2 cm grosime beton de monolitizare C12/15 tuburi din PVCd125 parapet pietonal 0.6000000000000227 1.001380111241133 0.9010059525026008 0.0989949470385909 0.0999999978812411 1.100000897422433 C20/25 C12/15 2% 2.25 2.50 .75 .25 40.00 18.5 2231.5 900 146 .60 1.00 .90 .10 .10 1.10 1.0 1.5 (min.) \A1;5.00/2 \A1;1.00 \A1;5.0/2 \A1;1.00 \A1;max 3.70m \A1;VARIABIL 2..3.70m \A1;5.00/2 \A1;.75 \A1;.35 \A1;5.0/2 \A1;.75 0.25 \A1;.25 \A1;.35 \A1;.25 \A1;.35 \A1;.75 D \A1;0.3750 \A1;0.90 \A1;2.75 \A1;2.75 \A1;0.75 \A1;0.90 \A1;0.40 \A1;0.50 \A1;1.50 605.0 1210 605 5.0 0.300 530 325 325 325 325 530 0.500 145.0 1.20 1.76 2.00 2.20 100.0 99.5 19.5 31.0 .10 20.5 40.5 19.5 .10 18.5 .30 50.0 1.85 1.45 29.5 1.45 25.0 0.5 .10 6.5 .05 3.0 75.0 500.0 100.0 250.0 .0 59.5 1.00 110.0 110.0 110.0 500.0 100.0 250.0 500.0 100.0 190.0 60.0 250 540 543 200.0 200.0 200.0 460 110.0 460 460 110.0 458 459 110.0 459 460 110.0 460 500.0 95.0 49 145.0 300 145.0 250 1.00 1.75 1.61 30.0 4.495 50.0 50.0 12.00 4.50 2.31 5.0 24.20 5.0 2.30 28.90 50.0 40.0 20.0 .20 10.0 .10 41.0 \W0.8;VEDERE\~PLANA D-D\~\~ <> <> <> <> <> <> <> <> <> <> <> <> <> \W1.02;1.A \W1.02;1.A \W0.71;ax\~culeea\~C1(C2) \W0.8;SECTIUNE E-E \~\~ \W1.05;L.1 \W1.11;L.2 \W1.10;L.3 C B B A A \W0.8; SECTIUNE \~A-A <> <> <> <> <> \W1.05;L.1 \W1.11;L.2 \W1.10;L.3 C D D C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5% 5% 5 5 5 5 5 5 E E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 <> 5 5 5 5 5 5 5 5 D D A A 5 5 5 5 5 5 \W0.8;SECTIUNE \~B-B 15 1.03 1 PC52 5d12/m L=4.65 2 OB37 5d10/m L=2.70 1.15 56 1 3 8 115 5 38 125 70 37 70 65 28 3 PC52 5d12/m L=2.51 19 62 140 7 1.33 83 68 5 PC52 4d12/m L=1.51 8 PC52 d20 L=0.70 30 30 10 6 OB37 4d10/m L=3.70 64 142 1.14 25 156 75 5 5 5 5 5 4 5 5 5 2 5 1 2 4 OB37 d10 L=6.15 5 6 7 6 7 5 7 OB37 d10 L=6.15 5 9 OB37 48d8 L=1.70 10 12.5 12.5 30 30 10 12.5 12.5 30 30 10 OB37 96d8 L=0.40 30 SECTIUNE B-B -DETALIU CUZINET ARMAT \A1;CHIUNETA DREN b.a. C 16 /20 NOTA: La executia umpluturilor din spatele culeii se vor respecta recomandarile din “Normativul privind executia terasamentelor de drumuri”, indicativ C182/87, STAS 2914/84, si “Instructiuni tehnice pentru proiectarea,executia si intretinerea terasamentelor si a caii in zona pod-rampa de acces” a INCERTRANS din 1992,respectand caracteristicile materialelor folosite, in special: -coeficientul de neuniformitate >5; -indicele de plasticitate <10; -continutul partii fine max. 6% cu d<0.005mm, max. 20% cu d<0.05mm, max. 40% cu d<0.25mm Toate suprafetele in contact cu pamantul vor fi protejate cu doua straturi de bitum filerizat; 5 \A1;ANCORE CONF PLANSEI ARMARE RADIER \A1;ZID INTORS CF.PLANSEI PLAN COFRAJ ARMARE ZID INTORS SC 1:25 5 \A1;ZID INTORS CF.PLANSEI PLAN COFRAJ ARMARE ZID INTORS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 \W1.02;1.D \W1.02;1.D 3 Se vor respecta prevederile "Codului de practica pentru executarea lucrarilor din beton armat si beton precomprimat" - NE 012-2007 . OTEL C16/20 - P8 - G100 - T4 - II/A-S32,5 / 0-16 . Dozaj minim de ciment : 280 kg/mc ; A/C max : 0,45. Stratul de acoperire cu beton al armaturilor este de 5 cm . OB 37 ; PC 52 \A1;BETON C16 /20 B250 Clasa de durabilitate D12/30 Clasa de importanta a constructiei: clasa IV (\U+03B3=1,0) ag=0.16g=1.5696 (IMR=100 ani); Tc = 0,70sec; TB=0,07sec; TD=3sec. Clasa de expunere XC4+XF4+XD3\Fromans|c0;\H0.4798x;; Se vor respecta prevederile "Codului de practica pentru executarea lucrarilor din beton armat si beton precomprimat" - NE 012-2007 . OTEL C18/22.5 - P8 - G100 - T4 - II/A-S32,5 / 0-16 . Dozaj minim de ciment : 300 kg/mc ; A/C max : 0,45. Stratul de acoperire cu beton al armaturilor este de 5 cm . OB 37 ; PC 52 \A1;BETON C20/25 B300 Clasa de durabilitate D12/30 Clasa de importanta a constructiei: clasa IV (\U+03B3=1,0) ag=0.16g=1.5696 (IMR=100 ani); Tc = 0,70sec; TB=0,07sec; TD=3sec. Clasa de expunere XC4+XF4+XD3\Fromans|c0;\H0.4798x;; 5 6 7 5 E E 5 5 6 5 5 4 5 5 8 9 9 9 9 0 \A1;ANCORE CONF PLANSEI ARMARE RADIER \W1.02;+672,68 \W1.02;+675.18 \W1.02;+676.13 5 5 5 <> <> <> <> <> <> <> <> <> <> <> \W1.00;\Q19.0;C18/22.5 \W1.00;\Q19.0;C18/22.5 \W1.00;Antretoaze\~HEA\~600 \W1.00;Antretoaze\~HEA\~600 \W1.00;Antretoaze\~HEA\~600 \W1.01;AX\~REZEMARE \W1.01;AX\~REZEMARE \W1.01;AX\~REZEMARE \W0.70;Placa\~de\~suprabetonare-\~18cm\~C25/30 \W0.70;Hidroizolatie \W0.70;Protectie\~hidroizolatie\~M100T-3.5cm \W0.70;\~Asfalt\~turnat\~-\~3+4cm \W1.00;DARIENI <> \W0.70;Cofraj\~autoportant\~tabla\~\~-\~1mm <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> \W1.05;L.1 \W1.05;L.1 \W1.11;L.2 \W1.11;L.2 \W1.10;L.3 \W1.10;L.3 \W1.06;1.D \W1.06;1.D \W1.05;1.C \W1.05;1.C \W1.06;1.B \W1.06;1.B \W1.02;1.A \W1.02;1.A <> <> <> <> <> <> <> <> <> <> \W0.75;2.5% \W0.75;2.5% <> <> <> <> <> <> \W0.75;2.5% \W0.75;2.5% <> <> <> <> <> <> \W1.00;Antretoaze\~HEA\~600 \W1.00;Antretoaze\~HEA\~600 <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <>\X\W1.12;600 <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> SECTIUNE LONGITUDINALA A-A \W1.00;VEDERE\~PLANA \W0.7;SECTIUNE TRANSVERSALA \W1.05;L.1 \W1.05;L.2 \W1.05;L.3 b a a a a b b a a a a a a a a a a a a a a a a a a a a 4. Sudurile pieselor metalice în contact neindicate în plan,se vor executa pe conturul comun având grosimea cordonului a=0,7tmin 1. Confectia metalica se încadreaza în categoria “B” de executie, 2. La executarea, montarea si receptionarea confectiei metalice se 3. Pentru toate sudurile indicate se vor respecta prescriptiile nor- vor respecta prescriptiile STAS 767/0-88,ale normativului C56-85 (unde tmin reprezinta grosimea piesei celei mai subtiri). mativului C 150-99 nivel de acceptare C. conform STAS 767/0-88. NOTA : 5. Vopsirea: sablare Sa 2 1 2 , grunduit (2 straturi de 35 m m): – structura metalica. 6. Piesele se vor grundui dupa asamblare. P1 P1 P1 P2 P2 P2 P1 P1 P1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P1 P1 P1 P2 P2 P2 P3 P3 \W0.7;\C7;AX LONG.POD <> <> <> <> <> <> 28.90/2 <> AX REZEMARE AX REZEMARE 2.30 5 24.20/2 SECTIUNE LONGITUDINALA A-A VEDERE PLANA AX LONG.POD <> <> <> <> +675,17 +676,10 +676,30 <> <> <> <> <> <> <> <> <> SECTIUNE TRANSVERSALA <> <> <> <> <> 5 5 5 1 3 4 OB37 4d10/m 9 19 54 45 6 12 L = 1.65 m 45 5 OB37 4d10/m 5 L = 0.60 m 4 3 PC52 d12/15cm L = 7.05 m 695 2 PC52 d12/15cm L = 7.05 m 695 1 2 3 2 3 1 5 5 5 <> 5 2 3 5 6 SURUB CAP HEXAGONAL M16/100 , 162 bucati grupa 8.8.K DIN 933 6 1 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> 5 5 5 5 5 5 5 DISPOZITIV DE ACOPERIRE A ROSTULUI ROST 5 cm AX LONG.POD 1 OB37 2X29 d10 24.15 L = 24.3 m jos sus 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NE 012-2007 . OTEL C25/30 – P10 – G100 – T4 – I/A-52,5c / 0-16 . Dozaj minim de ciment : 300 kg/mc ; A/C max : 0,55. Stratul de acoperire cu beton al armaturilor este de 2.5 cm . OB 37 ; PC 52 B400 D12/30 =1,0) =3sec. ; suprafata : 169.40 mp; 5 5 5 tatime placa suprabetonare : 7.00m; ; LUNGIME PLACA 24.20m XC4+XF3+XD3+XM2 Clasa de expunere D =0,07sec; T B =0.16g=1.5696 (IMR=100 ani); Tc = 0,70sec; T g a \U+03B3 Clasa de importanta a constructiei: clasa IV ( Clasa de durabilitate C25/30 BETON lucrarilor din beton armat si beton precomprimat” – Se vor respecta prevederile “Codului de practica pentru executarea Ax drum 5.00/2 5 5 5 umplutura de pamant compactat in straturi succesive de 30 cm g=1.65t/mc 5.0/2 5 \Fromans.shx;20 cm strat de pamant vegetal \fArial|b0|i0|c0|p34;2,5 % \fArial|b0|i0|c0|p34;2,5 % \Fromans.shx;20 cm strat de pamant vegetal PARAPET METALIC max 3.70m 5 5 – Strat de uzur\U+0103\fArial|b0|i0|c0|p34; d\fArial|b0|i0|c238|p34;in\fArial|b0|i0|c0|p34; beton asfaltic BAPC 16 \fArial|b0|i0|c238|p34;de \fArial|b0|i0|c0|p34;4 cm \fArial|b0|i0|c238|p34;grosime \fArial|b0|i0|c0|p34;(SR 174-2009)\fArial|b0|i0|c238|p34;; \fArial|b0|i0|c0|p34;- S\fArial|b0|i0|c238|p34;trat de \fArial|b0|i0|c0|p34;mixtura asfaltica\fArial|b0|i0|c238|p34; de \fArial|b0|i0|c0|p34;5 cm g\fArial|b0|i0|c238|p34;rosime\fArial|b0|i0|c0|p34; BAD25\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;(SR 174-2009)\fArial|b0|i0|c238|p34;;\fArial|b0|i0|c0|p34; – Strat de fundatie piatra sparta amestec optimal 15 cm grosime (SR 662);\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;- Strat de fundatie piatra sparta 20 grosime (SR 622); 4 % 4 % RIGOLA DE ACOSTAMENT 5 4 % VARIABIL 2..3.70m 4 % fundatie beton C6/7.5 PARAPET METALIC fundatie beton C6/7.5 1 cm pe plan -1 m pe teren 0.5 ( IN METRI ) SCARA DESENULUI 1 : 000 Ax drum 5.00/2 5 5 ZESTRE EXISTENTA BALAST 15 cm 5.0/2 5 \Fromans.shx;20 cm strat de pamant vegetal \fArial|b0|i0|c0|p34;2,5 % \fArial|b0|i0|c0|p34;2,5 % \Fromans.shx;20 cm strat de pamant vegetal – Strat SUPERIOR de fundatie piatra sparta amestec optimal 15 cm grosime (SR 662); \fArial|b0|i0|c0|p34;- Strat de fundatie piatra sparta 25 cm grosime (SR 622); 4 % 4 % 4% 5 4% PROFIL TRANSVERSAL TIP RAMPE CLASA TEHNICA V 1 BANDA DE CIRCULATIE PROFIL TRANSVERSAL TIP DC CLASA TEHNICA V 1 BANDA DE CIRCULATIE 15 cm piatra sparta in acostament NOTA: -STRUCTURA RUTIERA CU IMBRACAMINTE BITUMINOASA SE VA EXECUTA pe o lungime de 50 m fata de pod masurat pana in dreptul rostului de dilatatie; -descarcarea rigolelor de acostament se va realiza asemeanea casiurilor bilateral rampei de acces pe pod NUMAR PUNCT COTE PROIECTATE COTE EXISTENTE DISTANTE Scara 1:100 Cote [m] 672.00 670.00 671.00 DISTANTE PROIECT 673.00 674.00 675.00 8.62 674.375 1 [ax long.pod] 676.00 677.00 678.00 679.00 5 674.06 673.91 673.83 673.72 673.16 673.12 673.18 673.82 673.18 674.24 674.36 674.86 674.91 674.85 674.57 8.02 1.66 11.05 5.09 1.90 10.52 5.69 7.24 3.52 5.00 6.00 3.27 2.75 1.07 Cota MINIMA nivel talveg drum comunal Demacusa drum comunal DARIENI CC=676.38 COTA CALE=676.38 COTA SUP.MANA CURENTA =677.85 5 5 5 5 5 5 5 4% 4% 4% 4% 2:3 1:1 4% LIMITA PROPRIETATE STRAT PORTANT DE PIATRA SPARTA AMESTEC OPTIMAL 15cm grosime conf.SR 662 STRAT DE INFRATIRE CU PIETRUIREA EXISTENTA 5-10cm PIATRA SPARTA UMPLUTUTA PAMANT NECOEZIV COMPACTAT 98 % PM STAS SR 662 BALAST 15 cm grosimein acostamente conf.STAS 6400 sant de pamant trapezoidal 5 <> <> <> <> <> <> <> <> <> <> <> \W0.75;1:1 \W0.75;Mastic\~bituminos \W1.01;\Q19.0;C16/20 \W1.01;\Q19.0;C16/20 \W1.03;\Q19.0;C20/25 \W1.03;\Q19.0;C20/25 \W1.03;\Q19.0;C20/25 \W1.03;\Q19.0;C20/25 \W1.03;\Q19.0;C20/25 \W1.03;\Q19.0;C20/25 \W1.00;\Q19.0;C18/22.5 \W1.00;\Q19.0;C18/22.5 \W1.00;\Q19.0;C18/22.5 \W1.01;\Q19.0;C16/20 \W0.75;Mortar\~de\~ciment\~2-4cm \W1.00;Antretoaze\~HEA\~600 \W1.00;Antretoaze\~HEA\~600 \W1.00;Antretoaze\~HEA\~600 \W1.01;GRINZI\~metalice\~HEB\~900 \W1.01;AX\~REZEMARE \W1.01;AX\~REZEMARE \W1.01;AX\~REZEMARE \W1.01;AX\~REZEMARE \W1.01;Cuzinet\~pila\~C18/22.5 \W1.01;Elevatie\~\~pila\~C16/20 \W1.02;Cuzinet\~pila\~C20/25 \W0.700000;\C7;Grinda HEB 900 L=6.05m, h=0.90m \W0.700000;\C7;Grinda HEB 900 L=12.10m, h=0.90m \W0.700000;\C7;Prism de piatra sparta \W0.70;Placa\~de\~suprabetonare-\~18cm\~C25/30 \W0.70;Hidroizolatie \W0.70;Protectie\~hidroizolatie\~M100T-3.5cm \W0.70;\~Asfalt\~turnat\~-\~3+4cm \W1.00;Casiu\~descarcare\~ pereu\~piatra\~bruta \W0.607112;\C7;COTA RADIER \W1.00;Scari\~la\~taluz <> \W0.87;G\~1.0X1.0X5.00 \W0.87;G\~1.0X1.5X5.00 \W0.88;G\~\~0.50X2.0X5.0 PROFIL LONGITUDINAL POD \W1.00;ELEVATIE\~ \W1.00;SECTIUNE\~LONGITUDINALA <> <> <> <> <> \W0.80;1.2xQ1%=288mc/s \W0.80;Q1%=240mc/s \W0.80;Q2%=190mc/s \W0.80;N.A.M. \W0.80;Qcalc.=Q5%=135mc/s \W0.80;Q10%=96mc/s <> \W1.00;DC\~DEMACUSA \W1.00;DARIENI \W0.80;NIVEL\~ETIAJ(N.E) <> <> <> <> <> <> <> <> <> <> <> <> \W0.66;1.00 \W0.66;1.00 \W1.01;Coloane\~b.a.d=1080mm,l=5.20m\~C20/25 <> <> <> <> <> <> <> <> <> <> 2:3 <> <> <> <> \W1.05;1.C \W1.06;1.D \W1.06;1.B \W1.02;1.A <> <> \W0.75;Rost\~dilatatie \W1.01;linie\~teren\~(L.T.) <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> \W1.01;INFRASTRUCTURA\~RADIER\~CULEE\~C\~20/25 \W1.01;CHIUNETA\~DREN\~C\~16/20 \W1.000000;\C7;DREN DE ZIDARIE DE PIATRA BRUTA NEGELIVA \W1.000000;\C7;45CM +15CM PIETRIS \W1.000000;\C7;HIDROIZOLATIE IN \W1.000000;\C7;SPATELE CULEEI \W0.75;UMPLUTURA\~RAMPE\~DE\~ACCES\~ \W0.75;PAMANT\~COMPACTAT\~P3\~98%\~P.M. <> <> <> <> <> <> <> <> <> <> <> <> <> \W0.700000;\C7;Placa de racordare C18/22.5 L=3.00m \W0.700000;\C7;Strat drenant de nisip-10cm \W0.700000;\C7;Grinda de rezemare C18/22.5 \W0.99;SC\~1:\~100 \W0.99;SC\~1:\~100 674.375 675.01 675.91 676.18 676.05 675.46 675.26 675.36 675.20 675.02 676.55 676.55 676.55 676.55 676.55 676.55 676.50 8.62 8.02 1.66 11.05 5.09 1.90 10.52 5.69 7.24 3.52 5.00 6.00 3.27 2.75 1.07 se racordeaza la cota drumului existent ax DC Demacusa