Puentes DWG Block for AutoCAD

Bridges

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

coordinate, eastern, north, ax axle design edged edge edges marshland slope slope left slope right right slope bottom right slope drain, signature, county council tulcea, tulcea county, eng. paul oancea, eng. dragos enachi, date :, verified, chief designer, florin ioneasa, designer, beneficiary, name, project phase, project number, planner number, general designer :, sc specialist consulting srl, scale :, approved, ing. :, exemplar no, plan, title, title, written by scspecialist consulting srl Bucharest, it is forbidden to copy, multiply and borrow the documentation without the approval, chainage, levels, existing, design, mileage, vertical arrangement, plan layout, partial distances, shaft differences, pitch, project elevation, elevation, cross sections, , plan view, elevation, cross sections, aa, bb, tecuci, vaslui, general layout general layout, general layout, general arrangement, static scheme, statical scheme

Raw text data extracted from CAD file:

Km A E C G 0.985 2.109 2.842 F B 1 60 150 150 1.0 150 2.5 80 200 30 1.00 1.00 556300.000 456300.000 553600.000 453600.000 553600.000 453600.000 553600.000 453600.000 v[km/h] U[grd] R[m] B[m] T[m] i[%] Coord V Ti B Te L[m] C[m] lcs[m] sl[m] Est Nord i e dv[m] 100.00 C D B A E F 4 3 2 5 6 7 1 8 C D B A E F 4 3 2 5 6 7 1 8 Categoria de importanta a lucrarii “C” normala. Clasa tehnica IV Clasa de incarcare ‘E’ Viteza de proiectare V=60km/h Zona seismica C, Ks=0.20, Tc=1.5s Extravilan78,41%,Intravilan21,59% Ax proiectat Margine carosabil Margine acostament Cota sant stanga Cota sant dreapta Cota dren stanga Cota dren dreapta \W3.83534; PROFIL LONGITUDINAL \W9.46462; SCARA 1:1000/100 SEMNATURA Consiliul Judetean TULCEA, JUDETUL TULCEA Ing. Paul OANCEA Ing. Dragos ENACHI 11/2009 DATA: VERIFICAT SEF PROIECT Ing. Florin IONEASA PROIECTAT BENEFICIAR: NUME FAZA PROIECT PT + DE NUMAR PROIECT 243/18.11.2009 NUMAR PLANSA PROIECTANT GENERAL: PROIECTAT VERIFICAT SEF PROIECT SC SPECIALIST CONSULTING SRL SCARA: APROBAT Ing. Cezar SERBAN JUDETUL TULCEA Km 0+000 – Km 44+500 (Lot 1) REABILITAREA DRUMULUI JUDETEAN DJ 229 TRASEUL – NICULITEL – INTERSECTIE ZEBIL – SARICHIOI (Intersectie DJ 222) Km 0+000 – Km 44+500 (Lot 1) REABILITAREA DRUMULUI JUDETEAN DJ 229 TRASEUL – NICULITEL – INTERSECTIE ZEBIL – SARICHIOI (Intersectie DJ 222) M1 Modif Data Verificator: EXEMPLAR NR. 1 PLANSA TITLU ACTIUNE TITLU PROIECT scrisa a S.C.Specialist Consulting S.R.L. Bucuresti Este interzisa copierea, multiplicarea si imprumutarea documentatiei fara aprobarea 0.000 25.000 50.000 75.000 100.000 125.000 128.510 150.000 175.000 200.000 225.000 250.000 275.000 300.000 303.334 325.000 Chainage 65.530 65.530 65.530 65.592 65.512 65.486 65.479 65.587 65.631 65.631 65.893 66.173 65.756 64.835 63.902 63.844 63.931 63.943 63.989 Levels Existing 65.723 65.789 65.855 65.921 65.988 66.054 66.063 66.120 66.186 66.252 66.271 66.855 67.668 68.481 69.294 69.402 70.075 Levels Design R.L. 62.800 0.00 25.00 50.00 75.00 100.00 125.00 128.51 150.00 175.00 200.00 207.05 225.00 250.00 275.00 Kilometraj L=207.047 P=0.265% L=96.285 P=3.252% Amenajare verticala 0.00 L=128.51 B=39°37’03” 128.51 L=632.83 R=700.00 Amenajare in plan 25.00 25.00 25.00 25.00 25.00 3.51 21.49 25.00 25.00 7.05 17.95 25.00 25.00 Distante partiale +0.19 +0.20 +0.34 +0.44 +0.51 +0.47 +0.43 +0.23 +0.01 +0.50 +2.02 +3.77 +4.64 Diferente in ax 65.53 65.53 65.53 65.59 65.51 65.49 65.48 65.59 65.63 65.63 65.89 66.17 65.76 64.84 63.90 63.84 Cote teren 65.72 65.79 65.86 65.92 65.99 66.05 66.06 66.12 66.19 66.25 66.27 66.85 67.67 68.48 Cote proiect C. Ref. 62.800 m=2.988 R=0.033 T=0.00 B=0.000 C=207.048 i1=0.265 i2=3.252 L=0.001 VOBE1 Km 0.000 – 275.000 Scara: 1:1000/100 VOBE1 0+000.00 0+025.00 0+050.00 0+075.00 0+100.00 0+125.00 0+128.51 0+150.00 0+175.00 0+200.00 0+207.05 0+225.00 0+250.00 0+275.00 Kilometraj L=207.047 P=0.265% L=96.285 P=3.252% Amenajare verticala 0.00 L=128.51 B=39°37’03” 128.51 L=632.83 R=700.00 Amenajare in plan 25.00 25.00 25.00 25.00 25.00 3.51 21.49 25.00 25.00 7.05 17.95 25.00 25.00 Distante partiale +0.19 +0.20 +0.34 +0.44 +0.51 +0.47 +0.43 +0.23 +0.01 +0.50 +2.02 +3.77 +4.64 Diferente in ax 65.53 65.53 65.53 65.59 65.51 65.49 65.48 65.59 65.63 65.63 65.89 66.17 65.76 64.84 63.90 63.84 Cote teren 65.72 65.79 65.86 65.92 65.99 66.05 66.06 66.12 66.19 66.25 66.27 66.85 67.67 68.48 Cote proiect C. Ref. 62.800 m=2.988 R=0.033 T=0.00 B=0.000 C=207.048 i1=0.265 i2=3.252 L=0.001 VOBE1 Km 0.000 – 275.000 Scara: 1:1000/100 VOBE1 VOBE1 Km 825.000 – 1100.000 Scara: 1:1000/100 VOBE1 \A1;R25.50 \A1;R20.00 \A1;R19.00 \A1;R32.00 \A1;R25.50 \A1;R20.00 \A1;R19.00 \A1;R31.25 ELEVATIE Scara 1:500 A A SECTIUNI TRANSVERSALE Scara 1:100 VEDERE PLANA Scara 1:500 PLAN VIEW ELEVATION CROSS SECTIONS A-A B-B B B TECUCI VASLUI \H0.818182x;1:500; 1:100 PASAJ PESTE DJ 592 KM 18+117 DISPOZITIE GENERALA GENERAL LAYOUT \H0.818182x;1:500; 1:100 \H1.125000x;DISCIPLINA: PODURI DEPARTMENT: BRIDGES PASAJ PESTE DJ 592 KM 18+117 DISPOZITIE GENERALA GENERAL LAYOUT PASAJ PESTE CF LA KM 0+575 BRIGE OVER RAILWAY AT KM 0+575 DISPOZITIE GENERALA GENERAL ARRANGEMENT 1:500/ 1:100 B01 – VOBE- DG – P001 09.2010 VARIANTA 1 SCHEMA STATICA STATICAL SCHEME