Pontoon 5m DWG Block for AutoCAD

Ponton of 5 meters long small water runoff.

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

asphalt seal, mobile support, left fixed support, right mobile support, of expansion joints, fixed support, nam, neoprene, transit, slab of sardinel, reinforced concrete, stirrup, of cyclopean concrete e.g., stirrup, of cyclopean concrete e.g., reinforced concrete, cyclopean concrete e.g., beams board slabs, admissible pressure on the ground, shoe stirrups e.g., steel corrugated bars, cm., bottom layer, upper layer of slab, to proctor standar, design rules aashto aci rnc, truck overload design, compacted fill, long of overlap cm., covering, Technical specifications, concrete cement portland type ip, longitudinal ponton, left right stirrup, front of stirrup, longitudinal slab, transverse slab, steel slab, bed, reinforced concrete, its T. both sides, of sardinel beam, cyclopean concrete e.g., its T., sardinel beam, tube, tube, bolts, tube, bolts, tube, tube, bolts, tube, railing detail, esc., railing, astm, Specifications, structural steel in handrail, elevation, section, esc., esc., approach slab railing, tube, concrete: slab of approx., reinforcing steel:, slab coating, sole, prov., dpto., dist., regional government puno, draft:, flat, Location:, proc. cad., date, scale, lamina nª, design, approved, regional infrastructure management, section, fist, honest honest, creation of the road, challhuamayo dist.san prov. carabaya puno, fist, san gaban, carabaya, December, Untitled, detail of ponton prog.

Raw text data extracted from CAD file:

0.35 0.90 0.35 0.20 0.20 5.42 0.15 0.15 5.40 0.10 0.10 8.80 0.10 0.10 8.80 8.40 0.05 0.20 0.05 0.30 0.35 0.30 0.35 0.60 0.60 0.60 2.40 0.35 0.50 0.50 0.60 0.50 0.60 1.80 0.95 9.45 0.60 0.50 0.50 0.24 0.60 9.45 8.95 0.60 1.80 0.95 0.25 8.95 0.25 5.00 0.25 0.50 1.30 1.20 0.52 5.50 0.50 0.50 4.50 5.50 0.65 4.50 2.54 0.60 0.60 0.60 2.40 0.35 1.34 1.34 2.54 2.20 0.30 0.35 0.30 135° 3.56 1.78 2.93 5.00 8.40 0.25 0.25 8.95 8.90 0.20 9.45 0.20 0.30 0.35 3.56 1.78 2.93 2.20 0.30 0.35 0.30 135° 0.50 0.50 5.50 9.45 L A R R A R O E C L P O I B M S E U T U T C O N U P L A N O I G E R O N R E I B O G \A1;2.160 \A1;2.160 \A1;.30 \A1;1.05 \A1;.30 \A1;.402 \A1;.0127 \A1;1050mm \A1;12.7 \A1;1050mm \A1;12.7 \A1;12.7 \A1;250 \A1;400mm \A1;300 \A1;300 \A1;12.7 \A1;400mm \A1;300 \A1;300 \A1;9.5 \A1;40 \A1;40 \A1;40 \A1;40 \A1;75 \A1;75 \A1;20.5 \A1;9.5 \A1;160mm \A1;9.5 \A1;20.5 \A1;140 \A1;120mm \A1;190 \A1;220mm \A1;270mm \A1;2.160 \A1;2.160 \A1;2.160 \A1;.03 \A1;.27 \A1;2.160 \A1;.03/2 \A1;.27/2 \A1;150 \A1;1.95 \A1;1.95 \A1;3.90 \A1;13.50 5.00 4.43 4.43 16.81 \A1; \A1; \A1; Junta Asfaltica e=1″ 0.35 1d 3/4 @ 1.00 m APOYO MOVIL \LESTRIBO IZQUIERDO APOYO FIJO \LESTRIBO DERECHO APOYO MOVIL \LDETALLE DE APOYO Y JUNTAS DE DILATACION 0.90 0.35 APOYO FIJO d3/4″ @ 0.125 5 5 5 5 5 5 5 5 5 5 5 5 d1/2″ @ 0.20 d1/2″ @ 0.35 d1/2″ @ 0.35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NAM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NEOPRENO 5 5 5 5 5 TRANSITO TRANSITO LOSA Y SARDINEL DE CONCRETO ARMADO f’c= 210 Kg/Cm2 ESTRIBO DE CONCRETO CICLOPEO f’c= 175 Kg/Cm2 + 30% P.G. ESTRIBO DE CONCRETO CICLOPEO f’c= 175 Kg/Cm2 + 30% P.G. CONCRETO ARMADO f’c= 210 Kg/Cm2 CONCRETO ARMADO f’c= 210 Kg/Cm2 CONCRETO CICLOPEO f’c= 175 Kg/Cm2 + 30% P.G. CONCRETO CICLOPEO f’c= 175 Kg/Cm2 + 30% P.G. 5 5 5 Vigas y Losas de Tablero : f’c=210kg/cm2 PRESION ADMISIBLE EN EL TERRENO : 1.50 kg/cm2. Zapatas y Estribos : f’c=175kg/cm2 + 30% P.G. ACERO : Barras Corrugadas ASTM-AGIS fy=4200 kg/cm2 Ø 3/4″ 70 cm. Ø 1/2″ 45 cm. Sardinel, y Capa Inferior = 4.0cm Capa Superior de Losa = 3.0cm Al 95% de Proctor Standar NORMAS DE DISENO : AASHTO 1977, ACI 318-83, RNC 1997 SOBRECARGA DE DISENO : Camion HS-20 RELLENO COMPACTADO : LONG. DE TRASLAPE : Ø 3/8″ 35 cm. RECUBRIMIENTO : ESPECIFICACIONES TECNICAS CONCRETO : Cemento Portland TIPO IP \Q0;\LPERFIL LONGITUDINAL PONTON \lESC. 1:50 \Q0;\LDETALLE DE ESTRIBO DERECHO E IZQUIERDO \lESC. 1:50 \Q0;\LELEVACION FRONTAL DE ESTRIBO \lESC. 1:50 \Q0;\LPLANTA \lESC. 1:50 \Q0;\LVISTA LONGITUDINAL DE LOSA \lESC. 1:25 \Q0;\LVISTA TRANSVERSAL DE LOSA \lESC. 1:25 \Q0;\LDETALLE DE ACERO EN LOSA \lESC. 1:50 5 d3/4″ @ 0.125 d1/2″ @ 0.20 d1/2″ @ 0.35 d1/2″ @ 0.35 LECHO CONCRETO ARMADO f’c= 210 Kg/Cm2 d3/4″ d1/2″ d1/2″ 5 5 5 Est. d3/8″ 1@ 5, 4@ 10, R@25, ambos lados \Q0;\LARMADURA DE VIGA SARDINEL \lESC. 1:25 d 1/2″ d 3/4″ d 1/2″ d 1/2″ 5 5 5 5 5 5 CONCRETO CICLOPEO f’c= 175 Kg/Cm2 + 30% P.G. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 d1/2″ 2 d1/2″ Est. d3/8″ 1@ 5, 4@ 10, R@25 2 d3/4″ \Q0;\LCORTE VIGA SARDINEL \lESC. 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 Tubo F°G° d=4″ 5 5 5 L P 1/2″ Tubo F°G° d=4″ 5 5 L \A1;P 3/8″ 5 Pernos d=1″ Tubo F°G° d=4″ Tubo F°G° d=4″ 1050mm Pernos d=1″ L P 1/2″ Tubo F°G° d=4″ Tubo F°G° d=4″ Tubo F°G° d=3″ \A1;P 3/8″ L 5 1050mm 5 5 5 400mm 5 5 Tubo F°G° d=3″ L \A1;P 3/8″ L \A1;P 3/8″ 5 400mm 5 5 5 Pernos d1″ P 1/2″ 5 5 5 5 5 5 5 5 160mm 5 5 5 120mm 5 220mm 270mm 5 Tubo F°G° d=3″ DETALLE DE BARANDA ESC. 1:40 5 5 5 5 5 .03/2 .27/2 BARANDA ASTM A36 ESPECIFICACIONES Acero Estuctural en baranda ELEVACION SECCION Y-Y SECCION X-X X X Y Y ESC. 1:10 ESC. 1:10 ESC. 1:7.5 5 1.95 1.95 3.90 ESC. 1:40 BARANDA EN LOSA DE APROXIMACION P 1/2″ \A1;P 3/8″ L Tubo F°G° d=4″ Tubo F°G° d=4″ Tubo F°G° d=3″ Concreto: Losa de Aprox. f’c=280kg/cm2 Acero de Refuerzo: fy=4200kg/cm2 recubrimiento en losa 5 cm solado f’c=100kg/cm2 5 5 5 5 5 01de02 Prov. : Dpto. : Dist. : GOBIERNO REGIONAL PUNO PROYECTO: PLANO : UBICACION: TOPOG, PROC. CAD. : FECHA : ESCALA : LAMINA Nª DISEÑO : APROBADO : GERENCIA REGIONAL DE INFRAESTRUCTURA TRAMO : PUNO … Honesto y Productivo G O B I E R N O R E G I O N A L CREACIÓN DE LA CARRETERA CHALLHUAMAYO – NOJONUNTA, DIST.SAN GABAN, PROV. CARABAYA – PUNO PUNO SAN GABAN CARABAYA DICIEMBRE DE 2011 CHALLHUAMAYO – NOJONUNTA DETALLE DE PONTON L=5.00m PROG. 14+317