Bridge Slab 6m DWG Block for AutoCAD

Bridge Slab 6m DWG Block for AutoCAD

Slab bridge girder 6m sardinel

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

flat:, common:, district:, provin. :, depmto.:, project:, potable water catarine, indicated, designer:, drawing:, location:, chucuito, puno, catarine, zepita, scale:, date:, distribution network, revised:, sheet:, potable water santa cruz de cumi, sta. cross of cumi, drain, technical specifications, abutment, vadm., f’c, f’y, slab, current level water, cut aa, elevation abutment cut bb, slab reinforcement, lower bed, upper bed, plant, filling, cut bb, detail support mobile, bridge carrozable low collana, melgar, low collana, macari, plant and cut

Raw text data extracted from CAD file:

\A1;6.00 \A1;.50 \A1;.06 \A1;\C256;.09 \A1;.14 \A1;.12 \A1;6.00 \A1;4.00 \A1;2.72 \A1;2.00 \A1;1.65 \A1;3.45 \A1;3.11 \A1;.40 \A1;.50 \A1;.40 \A1;.50 \A1;.20 \A1;3.60 \A1;.20 \A1;.50 \A1;4.00 \A1;6.00 \A1;135° \A1;.25 \A1;.50 \A1;1.70 \A1;1.00 \A1;2.20 \A1;.25 \A1;.45 \A1;.50 \A1;1.50 \A1;.50 \A1;5.10 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.20 \A1;1.11 \A1;.35 \A1;.65 \A1;1.25 \A1;Proyeccion 2.72 \A1;3.60 \A1;.20 \A1;Proyeccion 2.72 \A1;1.60 \A1;1.00 \A1;Proyeccion 2.72 \A1;4.00 \A1;2.72 \A1;2.72 \A1;Proyeccion 2.72 \A1;.92 \A1;2.72 \A1;1.10 \A1;.20 \A1;.45 \A1;.25 \A1;.80 \A1;4.00 \A1;.14 \A1;.40 \A1;1" \A1;.40 \A1;.30 \A1;2.00 \A1;2.00 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;3.00 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.25 PLANO : Comun : Distrito : Provin. : Depmto.: PROYECTO : AGUA POTABLE CATARINE INDICADA NOVIEMBRE DE 1999 ING° HENRY R. CHIPANA E. ING° HENRY R. CHIPANA E. PROYECTISTA : DIBUJO : UBICACION : CHUCUITO PUNO CATARINE ZEPITA ESCALA : FECHA : RED DE DISTRIBUCION REVISADO : RES-03 LAMINA : AGUA POTABLE SANTA CRUZ DE CUMI INDICADA NOVIEMBRE DE 1999 ING° HENRY R. CHIPANA E. ING° HENRY R. CHIPANA E. CHUCUITO PUNO STA. CRUZ DE CUMI DESAGUADERO CAPTACION TIPO C-1 CAP-01 ESPECIFICACIONES TECNICAS ESTRIBO Vadm. F'C F'C F'Y F'C LOSA = = = = = 210kg/cm2 4,200kg/cvm2 175kg/cm2 140kg/cm2 1.95kg/cm2 4,200kg/cm2 = F'Y Empalme minimo 0.60m. (evitar en lo posible) Tamaño de agregado maximo = 01"a1.5" Recubrimientos minimos =5cm. NIVEL ACTUAL AGUA CORTE A-A 6.00 A 5 B BARANDA METALICA TUBO GALV. 0 2" B BARANDA METALICA TUBO GALV. 0 2" A ELEVACION ESTRIBO CORTE B-B 0.0 0.0 0.0 0.0 ARMADURA DE LOSA ESC 1/50 6.00 0.0 CAMA INFERIOR CAMA SUPERIOR \A1; d 1/2" @ 0.31 m \A1; d 1/2" @ 0.31 m. \A1; d 1" @ 0.20 m. \A1;d 1/2" @ 0.25 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6.00 5 PLANTA ESC 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;3991.30 \A1;3989.10 \A1;3988.10 5 5 5 \A1;NAME = 3990.30 \A1;NA MIN = 3989.65 5 5 5 RELLENO RELLENO 5 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 -10.91620841481873 BARANDA METALICA TUBO GALV. 0 2" \A1;d 3/8" 1@0.05 m 10@0.10 m r @0.20 m \A1;d 1" @ 0.20 m \A1;d 1" @ 0.25 m -10.91620841481873 -10.91620841481873 -10.91620841481873 \A1;d 1/2" @ 0.31 m \A1;d 1/2" @ 0.31 m ESC 1/50 CORTE B-B ESC 1/25 -10.91620841481873 0.0 \A1;2 d 1" \A1;2 d 1" 5 1" 5 5 \A1;JUNTA ASFALTICA e=1" \A1;2 d 5/8" \A1;PLANCHAS NEOPRENO 0.60x0.40, e=1/2" \A1;DRENES TUB. PVC d 2" 5 5 5 5 5 5 5 3.00 5 5 5 5 5 5 3989.00 3989.00 3988.00 ESC 1/50 DETALLE APOYO MOVIL ESC 1/20 PUENTE CARROZABLE BAJO COLLANA INDICADA NOVIEMBRE DE 1999 ING° H.R.CH.E. ING° ALBERTO PACHAS E. MELGAR PUNO BAJO COLLANA MACARI PLANTA Y CORTE 01/02

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, bridge, DWG, girder, slab