Vehicular Bridge DWG Detail for AutoCAD

Vehicular traffic bridge Puente – several details

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

he-t, heel, hv-t, zxh, tip, characteristics of the channel, characteristics of the bridge, stirrup, channel, prog., c.r. canal, c.r. slab, asp, asr, ast, asi, ass, talon, tip, cr, channel, concrete: portland type ip cement, coating:, compacted filling:, technical specifications, dimension slab, channel level elevation, type a, bridge axis vehicular, axis of the channel, eie, accommodated stone, concrete cyclopean, the approach eaves, of the main-b channel, will be placed only on the bridge, note:, table of stirrups, type, spacing, concrete, cyclopean, compacted filling, legend , seated and emboquillada stone, hydraulic characteristics of the vehicular bridge type, abutments, plant, bb cut, bb armor detail, aa cut, stirrup lift, cc cut, aa armor detail

Raw text data extracted from CAD file:

he-t t hz talon be L ae D ae he bz hv-t ac ac Cc L Cc Cc L1 0.50 0.30 bv 0.30 bv Cc hz L1 H 0.50 bv bv 0.50 H e L1/2 t L1/2 hv ae ac ac ae L1+2bv hz L ae ae ac hv-t ae ae ac t H Cc T Cc b/2 b/2 hv-t t ac ae B ZxH ZxH y ie hv-t .05 bv .05 bv 0.02 0.02 Ie punta 0.60 0.60 0.60 0.60 ZxH B ZxH ZxH B ZxH L1+2bv t he-t 0.30 0.30 0.60 bv-.05 bv t hv hv-t 0.05 Ie H 0.15 0.15 45°0’0″ 30°0’0″ 1.15 1.41 45°0’0″ 45°0’0″ 1.41 1.41 0.50 0.50 hv-t 0.02 hv t 0.02 ac ae 1.00 1.00 0.50 0.50 1.50 1.00 1.00 hz CARACTERISTICAS DEL CANAL CARACTERISTICAS DEL PUENTE ESTRIBO N° CANAL PROG. Q B/D Z H <CRUCE C.R. Canal S L L1 t bv hv C.R. Losa Asp Asr Ast Asi Ass ac ae ie he hz be bz Talon Punta (m3/s) (m) (m) (m) (ms.n.m) (m) (m) (m) (m) (m) (m) (ms.n.m) 1 CP 0+847 0.4 0.4 1.0 0.65 90.° 4187.38 2.40 2.70 8.00 0.20 0.25 0.45 4188.63 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.4 1.25 0.30 0.80 1.20 0.20 0.20 2 CP 1+610 0.19 0.3 1.0 0.55 90.° 4181.70 2.10 2.40 4.00 0.20 0.25 0.45 4182.55 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.85 0.30 0.80 1.20 0.20 0.20 3 CP 3+040 0.19 0.3 1.0 0.50 90.° 4177.75 2.00 2.30 4.00 0.20 0.25 0.45 4178.55 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 4 CP 3+170 0.19 0.3 1.0 0.50 90.° 4176.36 2.00 2.30 4.00 0.20 0.25 0.45 4177.16 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 5 CP 5+675 0.14 0.3 1.0 0.45 90.° 4144.58 1.90 2.20 4.00 0.20 0.25 0.45 4145.33 5/8 ''@0.2 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.75 0.30 0.80 1.20 0.20 0.20 12db hv-t 0.60 12db 6db CARACTERISTICAS DEL CANAL CARACTERISTICAS DEL PUENTE ESTRIBO N° CANAL PROG. Q B/D Z H Cc <CRUCE C.R. Canal S L L1 t bv hv C.R. Losa Asp Asr Ast Asi Ass ac ae ie he hz be bz Talon Punta (m3/s) (m) (m) (m) (m) (ms.n.m) (m) (m) (m) (m) (m) (m) (ms.n.m) 1 CP 0+847 0.4 0.4 1.0 0.65 0.20 90.° 4187.38 2.48 2.80 8.00 0.20 0.25 0.45 4188.33 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.95 0.30 0.80 1.20 0.20 0.20 2 CP 1+610 0.19 0.3 1.0 0.55 0.20 90.° 4181.70 2.19 2.50 4.00 0.20 0.25 0.45 4182.55 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.85 0.30 0.80 1.20 0.20 0.20 3 CP 3+040 0.19 0.3 1.0 0.50 0.20 90.° 4177.75 2.10 2.40 4.00 0.20 0.25 0.45 4178.55 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 4 CP 3+170 0.19 0.3 1.0 0.50 0.20 90.° 4176.36 2.10 2.40 4.00 0.20 0.25 0.45 4177.16 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 5 CP 5+675 0.14 0.3 1.0 0.45 0.20 90.° 4144.58 2.01 2.35 4.00 0.20 0.25 0.45 4145.33 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.75 0.30 0.80 1.20 0.20 0.20 CARACTERISTICAS DEL CANAL CARACTERISTICAS DEL PUENTE ESTRIBO N° CANAL PROG. Q B/D Z H Cc <CRUCE C.R. Canal S L L1 t bv hv C.R. Losa Asp Asr Ast Asi Ass ac ae ie he hz be bz Talon Punta (m3/s) (m) (m) (m) (m) (ms.n.m) (m) (m) (m) (m) (m) (m) (ms.n.m) 1 CL - 1 1+605 0.21 0.3 1.0 0.50 0.20 90.° 4169.60 2.10 2.40 4.00 0.20 0.25 0.45 4170.40 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 2 CL - 1 2+100 0.21 0.3 1.0 0.50 0.20 90.° 4163.97 2.10 2.40 4.00 0.20 0.25 0.45 4164.77 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 3 CL - 1 2+425 0.21 0.3 1.0 0.50 0.20 90.° 4160.31 2.27 2.60 4.00 0.20 0.25 0.45 4161.41 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.4 1.10 0.30 0.80 1.20 0.20 0.20 4 CL - 1 3+292 0.21 0.3 1.0 0.50 0.20 90.° 4152.21 2.10 2.40 ## 0.20 0.25 0.45 4153.01 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 5 CL - 1 5+388 0.13 0.3 1.0 0.40 0.20 90.° 4133.48 1.92 2.25 6.00 0.20 0.25 0.45 4134.18 5/8 ''@0.2 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.70 0.30 0.80 1.20 0.20 0.20 2.70 7.00 CONCRETO : Cemento Portland TIPO IP ACERO : Barras Corrugadas ASTM-AGIS fy=4200 kg/cm2 RECUBRIMIENTO : LONG. DE TRASLAPE : Ø 3/8" 35 cm. RELLENO COMPACTADO : Al 95% de Proctor Standar ESPECIFICACIONES TECNICAS Rc ae ac D ac ae t L DETALLE # 01 DETALLE # 02 Cota Losa Cota Rasante Canal talon be Rc Cc Cc t Ass Tipo A Asi Asp Asr Asi Ast Ass hv L1/2 L1/2 Vigas y Losas de Tablero : f'c=210kg/cm2 Zapatas y Estribos : f'c=175kg/cm2 + 30% P.M. Capa Superior de Losa = 3.0cm Sardinel, y Capa Inferior = 2.5cm PRESION ADMISIBLE EN EL TERRENO : 1.00 - 1.20 kg/cm2. SOBRECARGA DE DISENO : Camion HS-20 NORMAS DE DISENO : AASHTO 1977, ACI 318-83, RNC 1997 S=2% he-t hz bz Pasadores d3/4" hv-t he A A B B C C EJE DE PUENTE VEHICULAR 3 PASADORES d 3/4" 0.30 bv L1 bv 0.30 bv L1 bv Cota Losa S=2% e H hz H e Cc Cc 5 EJE DEL CANAL Cc Cc L 5 5 Ø 1/2" 45 cm. Ø 5/8" 55 cm. Ø 3/4" 70 cm. ae ac ac ae L1+2bv hz 1 1 Rc Rc 1 1 1 1 t ac ae Asr ac Asp ae L ae Ast Pasadores d 3/4" ae hv-t H Cc T 1 Cc 1 1 Cota Rasante Canal b/2 b/2 1 hv-t t ac ae B ZxH ZxH y ie hv-t .05 bv .05 bv 5 5 Ie punta 5 Baranda F°G° Ø=1 1/2" Baranda F°G° Ø=1 1/2" 5 1 1 BARANDA F°G° Ø=1 1/2" 5 \A1;Baranda F°G° Ø 1 1/2" 5 \A1;Baranda F°G° Ø 1 1/2" ZxH B ZxH ZxH B ZxH L1+2bv t he-t 0.30 0.30 S=2% 5 bv-.05 bv t hv hv-t 5 Ie H 5 5 EIe EIe EIe 5 5 5 5 5 5 5 5 5 5 Material de Cantera ø 0.30m. PIEDRA ACOMODADA Material de Cantera ø 0.30m. PIEDRA ACOMODADA CONCRETO CICLOPEO f'c=175 kg/cm2+30% P.M. CONCRETO CICLOPEO f'c=175 kg/cm2+30% P.M. Vehicular de la prog. 8+901.20 Los aleros de aproximación se del Canal Principal-B colocarán solo en el puente NOTA : hv-t 5 hv t 5 ac ae Pasadores Ø 3/4" D D 5 5 5 5 5 5 5 hz CUADRO DE ESTRIBOS TIPO ESPACIAMIENTO A O de 1/4" 1 @ 0.05, 7 @ 0.10, Resto @ 0.20 Rc Cc f'c= 175 kg/cm2 + 30% P.M. Concreto Ciclopeo en Capas de 15cm. Relleno Compactado LEYENDA EIe Roca øn 0.30 m. Altura Libre Canal-Losa (Ie) Piedra Asentada y Emboquillada 12db Pasadores d 3/4" hv-t 5 DETALLE # 03 DETALLE # 04 12db 6db CARACTERISTICAS DEL CANAL CARACTERISTICAS DEL PUENTE ESTRIBO N° CANAL PROG. Q B/D Z H Cc <CRUCE C.R. Canal S L L1 t bv hv C.R. Losa Asp Asr Ast Asi Ass ac ae ie he hz be bz Talon Punta (m3/s) (m) (m) (m) (m) (ms.n.m) (m) (m) (m) (m) (m) (m) (ms.n.m) 1 CP 0+847 0.4 0.4 1.0 0.65 0.20 90.° 4187.38 2.48 2.80 8.00 0.20 0.25 0.45 4188.33 5/8 1/2 3/8 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.95 0.30 0.80 1.20 0.20 0.20 2 CP 1+610 0.19 0.3 1.0 0.55 0.20 90.° 4181.70 2.19 2.50 4.00 0.20 0.25 0.45 4182.55 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.85 0.30 0.80 1.20 0.20 0.20 3 CP 3+040 0.19 0.3 1.0 0.50 0.20 90.° 4177.75 2.10 2.40 4.00 0.20 0.25 0.45 4178.55 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 4 CP 3+170 0.19 0.3 1.0 0.50 0.20 90.° 4176.36 2.10 2.40 4.00 0.20 0.25 0.45 4177.16 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 5 CP 5+675 0.14 0.3 1.0 0.45 0.20 90.° 4144.58 2.01 2.35 4.00 0.20 0.25 0.45 4145.33 5/8 1/2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.75 0.30 0.80 1.20 0.20 0.20 CARACTERISTICAS DEL CANAL CARACTERISTICAS DEL PUENTE ESTRIBO N° CANAL PROG. Q B/D Z H Cc C.R. Canal S L L1 t bv hv C.R. Losa Asp Asr Ast Asi Ass ac ae ie he hz be bz Talon Punta (m3/s) (m) (m) (m) (m) (ms.n.m) (m) (m) (m) (m) (m) (m) (ms.n.m) 1 CL-1 1+605 0.21 0.3 1.0 0.50 0.20 90.° 4169.60 2.10 2.40 4.00 0.20 0.25 0.45 4170.40 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 2 2+100 0.21 0.3 1.0 0.50 0.20 90.° 4163.97 2.10 2.40 4.00 0.20 0.25 0.45 4164.77 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 3 2+425 0.21 0.3 1.0 0.50 0.20 90.° 4160.31 2.27 2.60 4.00 0.20 0.25 0.45 4161.41 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.4 1.10 0.30 0.80 1.20 0.20 0.20 4 3+292 0.21 0.3 1.0 0.50 0.20 90.° 4152.21 2.10 2.40 10.00 0.20 0.25 0.45 4153.01 5/8 ''@0.15 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.80 0.30 0.80 1.20 0.20 0.20 5 5+388 0.13 0.3 1.0 0.40 0.20 90.° 4133.48 1.92 2.25 6.00 0.20 0.25 0.45 4134.18 5/8 ''@0.2 1/2 ''@0.2 3/8 ''@0.3 2 de Ø 5/8 2 de Ø 1/2 0.30 0.20 0.1 0.70 0.30 0.80 1.20 0.20 0.20 CARACTERISTICAS HIDRAULICAS DEL PUENTE VEHICULAR TIPO CL-1 CL-1 CL-1 CL-1 ''@0.15 ''@0.15 ''@0.2 ''@0.2 ''@0.3 CARACTERISTICAS HIDRAULICAS DEL PUENTE VEHICULAR TIPO GANCHO 90º : 12db ESTRIBOS : 6db 5 5 Escala : 1/40 P L A N T A Escala : 1/40 CORTE B-B Escala : 1/25 DETALLE ARMADURA B-B Escala : 1/40 CORTE A-A Escala : 1/50 ELEVACION ESTRIBO Escala : 1/25 CORTE C-C Escala : 1/25 DETALLE # 02 DETALLE ARMADURA A-A Escala : 1/75 DETALLE # 01 Escala : 1/25 DETALLE # 04 Escala : 1/100 DETALLE # 03 Escala : 1/100