Bridge DWG Detail for AutoCAD

Detail foundations and cuts

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

topgraf.t.e.c., topgraf.t.e.c. edwin r. cardenas q., sheet:, plan:, project:, scale:, date:, process:, design:, drawing:, region:, observations, province:, district:, place:, approved:, review:, signature: , huancavelica, regional government of, cut a – a ‘, cut b – b’, support beam, tub. galv. for railing, sardinel, description, item, box of accessories, area of, fill, slab, railing, beam trunk, slab support vaga, rolling surface, upper armor, lower armor, sardinel beam armor, mobile support, Fixed support, cutting, footboard, cut to – a ‘of the stirrup

Raw text data extracted from CAD file:

.25 .45 1" .35 .05 .45 .35 .40 1" .25 .30 .40 .55 .35 1.90 2.03 2.12 1.24 1.14 5.10 4.91 13.98 11.80 1 .45 .36 1.06 .45 1.20 1.60 .20 .70 .25 4.25 2.12 5.19 1.60 1.24 5.11 35°0' 148°54' .45 1.95 .35 .20 .45 2.50 .35 .30 L = 12.00 mts. .58 .50 .20 .70 .45 2.80 .15 .70 TopGraf.T.E.C. TopGraf.T.E.C. Edwin R. Cardenas Q. LAMINA : PLANO : PROYECTO : ESCALA : FECHA : PROCESO : DISEÑO : DIBUJO : REGION : OBSERVACIONES PROVINCIA : DISTRITO : LUGAR : APROBADO : FECHA : REVISA : FIRMA : \U+0394\U+E102\fNiagara Solid|b0|i0|c0|p82;<== topgraf_001_13@hotmail.com ==> <== e.rafael_001_13@hotmail.com ==>\fISOCPEUR|b0|i0|c0|p34;\U+E102\fNiagara Solid|b0|i0|c0|p82;\U+0394 HUANCAVELICA GOBIERNO REGIONAL DE .35 .20 .45 1.20 1.60 .15 .70 1.56 1.66 1.74 .25 .33 .45 .30 4.24 .25 .18 1.06 .32 .23 .17 1.22 1.16 1.09 1.06 .18 .25 .32 .23 .17 .30 .40 .55 .35 2.03 2.12 1.24 1.14 12.50 .45 2.30 .20 1.20 .25 2.12 .30 .40 .55 .35 1.24 148°54' PLANTA PONTON LUZ = 8.00m. ESCALA: 1 / 50 PLANTA PONTON LUZ = 8.00m. ESCALA: 1 / 50 CORTE A - A' ESCALA: 1 / 50 CORTE B - B' ESCALA: 1 / 50 VIGA DE APOYO 5 4 d 5/8" + d 3/8" @ 0.20 VIGA DIAFRAGMA Junta de Dilatación (e=1") NEOPRENO (e=1") d 1/2" @ 0.30 d 5/8" @ 0.30 d 5/8" @ 0.10 d 1/2" @ 0.25 CONCRETO DE F'c = 210 Kg/cm2 5 1" 5 5 4 d 5/8" + d 3/8" @ 0.20 VIGA DIAFRAGMA Junta de Dilatación (e=1") 2d 1/2" @ 0.50 DE 0.60 m ACERO DE ANCLAJE d 5/8" @ 0.30 d 1/2" @ 0.30 d 1/2" @ 0.25 d 5/8" @ 0.10 CONCRETO DE F'c = 210 Kg/cm2 5 5 5 1" 5 ACERO DE d 1" AMARRE EN APOYO FIJO d 1/2" @ 0.60 SEPARADORES d 1/2" @ 0.60 SEPARADORES DETALLE 01 APOYO MOVIL DETALLE 02 APOYO FIJO ESCALA: 1 / 20 ESCALA: 1 / 20 VIGA DE APOYO TUB. GALV. PARA BARANDA SARDINEL 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBERIA P.V.C. - ISO DN 200mm ADAPTADOR DE BRIDA FºFºD - DN 200mm BRIDA TEE CON DOS BRIDAS FºFºD - DN 200mm VALVULA TIPO COMPUERTA BRIDADA FºFºD - DN 200mm MANGUITO DE ESTANQUIDAD FºFºD - DN 200mm REDUCCIÓN CON DOS BRIDAS FºFºD - 200 x 150mm 1 2 3 4 5 6 7 8 9 10 11 12 13 D E S C R I P C I Ó N ITEM C U A D R O D E A C C E S O R I O S FILTRO TIPO "Y" DE BRIDA FºFºD - DN 150mm NIPLE CON DOS BRIDAS FºFºD - DN 150mm, L=900mm MACROMEDIDOR TIPO WOLTMAN DN 150mm NIPLE DE BRIDA DN 150mm, L=576mm NIPLE CON DOS BRIDAS FºFºD - DN 150mm, L=1000mm CODO DE 90º CON DOS BRIDAS FºFºD - DN 200mm NIPLE CON DOS BRIDAS FºFºD - DN 200mm, L=2468mm ADAPTADOR DE BRIDA FºFºD - DN 150mm 14 5.99 60.000000 AREA DE RELLENO SARDINEL LOSA TUB. GALV.d 2" TUB. GALV.d 2" BARANDA 5 5 5 5 5 5 5 5 5 5 CAJUELA DE VIGA A A' 5 5 5 5 5 5 5 CONCRETO DE F'c = 210 Kg/cm2 CONCRETO DE F'c = 175 Kg/cm2 + 30% DE P.G. VAGA DE APOYO DE LOSA 5 5 5 5 5 5 5 5 d 5/8" @ 0.22 d 5/8" @ 0.22 SUPERFICIE DE RODADURA ARMADURA SUPERIOR ARMADURA INFERIOR d 1/2" @ 0.54 d 1/2" @ 0.54 d 1/2" @ 0.41 2 d 1/2" ARMADURA DE VIGA SARDINEL 2 d 1/2" d 3/8" d 3/8" d 5/8" @ 0.22 d 5/8" @ 0.22 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" DISTANCIADORES d 3/8" @ 0.60 L = <> mts. 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" d 3/8" 1@0.05, 2@0.10, 6@0.15, 7@0.20, Rest.@0.30 \U+2104 APOYO MOVIL 5 5 5 5 5 5 5 5 ARMADURA DE VIGA SARDINEL ARMADURA SUPERIOR ARMADURA INFERIOR \U+2104 APOYO FIJO 5 5 5.99 60.000000 AREA DE CORTE 5 5 5 5 5 VIGA DE APOYO A' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUB. GALV. PARA BARANDA B 5 5 5 5 5 5 5 5 5 SARDINEL A B' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESTRIBO ESCALA: 1 / 25 CORTE A - A' DEL ESTRIBO ESCALA: 1 / 25