Precast Concrete Bridge, 5 M Arch, Earthquake Resistant DWG Detail for AutoCAD

Precast Concrete Bridge, 5 M Arch, Earthquake Resistant DWG Detail for AutoCAD

Details for the construction of the bridge with light space (hd = 3m and 5m wide) precast bridge

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

assemblies, joints, cross-sectional area, total volume, concrete volume and iron content, total weight kg, total quantity ml, total length ml, quantity of pieces, cm length, position, iron mark, notes, velabisht commune, design phase execution phase, project, consultant, name, last name, sign., eng.edmond sinjari, date., scale :, km., designed by,

Raw text data extracted from CAD file:

25 151,42 KG 16,72 14,60 120.10 \U+2211 (SASIA TOTALE) 0,395 42,32 0,888 16,48 2,984 40,26 Ø 8 Ø 12 Ø22 47,32 5,10 11,38 12,96 12,90 11,64 23 184 1 510 2 569 2 648 2 645 2 582 BETON C 16/20 (M-200) M³ 0,94 HEKUR ST-3 161.00 KG/M³ Ø 8 Ø 12 Ø 12 Ø 22 Ø 22 Ø 22 6 5 4 3 2 1 ST-3 7 Ø 22 138 2 2,76 25 25 25 25 2 N 2 2 N 3 2 N 4 2 N 1 1 N 5 15 80 6 560 8 15 10 34 16 r -5 2Ø22 L=138 7 1Ø 12 L=510 5 14 N 6 35 28,3 3,1 3,6 SHTRESA MBROJTESE 2,5CM 2Ø 12 L=569 4 554 64 57 29 28,3 49 325 24 45 26 52 450 r -4 8 2Ø22 L=648 3 2Ø 22 L=645 2 2Ø 22 L=582 4 554 GANXAT E MONTIMIT 35 7 6 8 6 8 6 6 3,5 7 13 7 7 7 3,5 8 20.5 20.5 3.5 3.5 35 28,3 3,1 3,6 4 5 4 - - - - 1 - 2 3 48 3 2 1 22 22 10 38 44 31,30 25 Ø8 L=184 6 6 2 beton (llac) M-200 FUGA SEKSION TERTHORE NE MESIN E HAPSIRES 4 24 29 29 25 25 22 22 22 22 25 25 29 29 24 4 22 6.4 2.8 2.8 10 360 33 17 29 54 188 16,4 54 33 29 16,4 17 33 29 16,4 33 29 16,4 25 25 246 17 17 2 Ø 16 L=416 3 2 Ø 18 L= 416 2 6Ø 10 L=367 4 354 6Ø 18 L=377 1 354 107,51 KG SASIA TOTALE 39,26 Ø16 22,62 100 104 367 2 416 6 377 TABELA E HEKURIT (SPECIFIKIMI I ARMATURES / 1SOLETON) BETON C16/20 (M-200) M³ 0,78 HEKUR ST-3 136, 52 KG/M³ Ø 16 Ø 8 Ø 10 Ø 18 Ø 18 6 5 4 3 2 1 ST-3 VOLUMI I BETONIT DHE PERMBAJTJA E HEKURIT PESHA TOTALE KG PESHA KG/ML SASIA TOTALE ML DIAMETRI M/M GJATESIA TOTALE ML SASIA COPE GJATESIA CM DIAMETRI M/M NR.POZICIONIT MARKA E HEKURIT Ø 18 10 27 16 r -5 2 Ø 16 L=100 6 GANXAT E MONTIMIT 10 10 PRERJA 1: 1(NE AKS\H2x;) 1 2 3 3 2 - - - - 4 \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF \U+25CF 4 6 5 SU PLANI I STRUKTURAVE SHKALLA 1 : 50 55 55 25 25 250 100 30 Ø 8 L=104 5 4 4 4 22 4 4 4 4 4 1 1 1 1 1 100 100 100 100 100 SU SU SU SU SU SU 416 2 6 30 2 8,32 8,32 22,02 31,20 2.00 Ø18 Ø10 Ø 8 2.00 22,02 31,20 1,988 78,44 1,578 3,16 0,617 13,59 0,395 12,32 ganxhe montimi d 16 ganxhe montimi d 16 shtrese mbrojtese 2cm NOTES VELABISHT COMMUNE PAGE 1 Design Phase EXECUTION PHASE Project Eng. Edmond SINJARI 0528/1 Consultant Name Last Name Sign. Eng.Edmond SINJARI Dwg. Nr.1 Date. SCALA: KM. 0 100 200 Designed by VELABISHT VILLAGE SCALA: 1 : 100 DETAJE TE KONSTRUKSIONIT TE URES HD=3M A A 1 1 PRERJA GJATESORE A-A (ARMATURA E HUKURIT) 4 24 29 29 25 25 22 22 22 22 25 25 29 29 24 4 22 6.4 2.8 2.8 10 360 33 17 29 54 188 16,4 54 33 29 16,4 17 33 29 16,4 33 29 16,4 25 25 246 17 17 2 Ø 16 L=416 3 2 Ø 18 L= 416 2 6Ø 10 L=367 4 354 6Ø 18 L=377 1 354 ganxhe montimi d 16 ganxhe montimi d 16 shtrese mbrojtese 2cm 1 1 PRERJA GJATESORE A-A (ARMATURA E HUKURIT) BUILDING BRIDGES SPACE LIGHT (HD=3M) CONSTRUCTION DETAILS 10 27 16 r -5 2 Ø 16 L=100 6 GANXAT E MONTIMIT 10 10 NOTES VELABISHT COMMUNE PAGE 2 Design Phase EXECUTION PHASE Project Eng. Edmond SINJARI 0528/1 Consultant Name Last Name Sign. Eng.Edmond SINJARI Dwg. Nr.1 Date. SCALA: KM. 0 100 200 Designed by VELABISHT VILLAGE SCALA: 1 : 100 BUILDING BRIDGES SPACE LIGHT (HD=3M) CONSTRUCTION DETAILS 107,51 KG SASIA TOTALE 39,26 Ø16 22,62 100 104 367 2 416 6 377 TABELA E HEKURIT (SPECIFIKIMI I ARMATURES / 1SOLETON) BETON C16/20 (M-200) M³ 0,78 HEKUR ST-3 136, 52 KG/M³ Ø 16 Ø 8 Ø 10 Ø 18 Ø 18 6 5 4 3 2 1 ST-3 VOLUMI I BETONIT DHE PERMBAJTJA E HEKURIT PESHA TOTALE KG PESHA KG/ML SASIA TOTALE ML DIAMETRI M/M GJATESIA TOTALE ML SASIA COPE GJATESIA CM DIAMETRI M/M NR.POZICIONIT MARKA E HEKURIT Ø 18 416 2 6 30 2 8,32 8,32 22,02 31,20 2.00 Ø18 Ø10 Ø 8 2.00 22,02 31,20 1,988 78,44 1,578 3,16 0,617 13,59 0,395 12,32 NOTES -) BETONI I BLLOKEVE TE SOLETES TE MBISTRUKTURES DO TE JETE I MARKES C 16/20 DHE ARMATURE E HEKURIT ST-3 -) BLLOQET E VIZTUAR PERDOREN PER URA ME DY KALIME ME GJERESI G=6M DHE ME NJE KALIM ME GJERESI G=4~5M PER NGARKESE . \U+25BA N- 13 \U+25BA T - 60 -) ARMIMI I HEKURIT Ø 18 ST-3 MUND TE ZEVENDESOHET ME HEKUR ST-5 PERIODIK N=16 ( I VIASKUAR). -) ME SHTRESE MBROJETESE KUPTOJME NE RASTIN TONE tr=2CM: LARGESIA MIDIS FAQES SE SOLETES DHE FAQES SE HEKURIT MBAJTES.: -) KY KONSTRUKSION ESHTE PROJEKTUAR PER URA ME HAPSIRE DRITE HD=3M. KEMBET E URES FITILA HEKUR Ø 14, L=50 CM 55 25 60 25 35 300 JASTEK BETONI C 16/20 NOTES VELABISHT COMMUNE PAGE 3 Design Phase EXECUTION PHASE Project Eng. Edmond SINJARI 0528/1 Consultant Name Last Name Sign. Eng.Edmond SINJARI Dwg. Nr.1 Date. SCALA: KM. 0 100 200 Designed by VELABISHT VILLAGE SCALA: 1 : 100 BUILDING BRIDGES SPACE LIGHT (HD=5M) CONSTRUCTION DETAILS 25 25 25 25 25 2 N 2 2 N 3 2 N 4 2 N 1 1 N 5 80 6 560 8 1Ø 12 L=510 5 14 N 6 35 28,3 3,1 3,6 SHTRESA MBROJTESE 2,5CM 2Ø 12 L=569 4 554 64 57 29 28,3 49 325 24 45 26 52 450 r -4 8 2Ø22 L=648 3 2Ø 22 L=645 2 2Ø 22 L=582 4 554 PRERJA GJATESORE A-A (ARMATURA E HUKURIT) NOTES VELABISHT COMMUNE PAGE 4 Design Phase EXECUTION PHASE Project Eng. Edmond SINJARI 0528/1 Consultant Name Last Name Sign. Eng.Edmond SINJARI Dwg. Nr.1 Date. SCALA: KM. 0 100 200 Designed by VELABISHT VILLAGE SCALA: 1 : 100 BUILDING BRIDGES SPACE LIGHT (HD=5M) CONSTRUCTION DETAILS NOTES VELABISHT COMMUNE PAGE 4 Design Phase EXECUTION PHASE Project Eng. Edmond SINJARI 0528/1 Consultant Name Last Name Sign. Eng.Edmond SINJARI Dwg. Nr.1 Date. SCALA: KM. 0 100 200 Designed by VELABISHT VILLAGE SCALA: 1 : 100 BUILDING BRIDGES SPACE LIGHT (HD=5M) CONSTRUCTION DETAILS PLANI I STRUKTURAVE SHKALLA 1 : 50 55 55 25 25 250 50 A A NOTES -) BETONI I BLLOKEVE TE SOLETES TE MBISTRUKTURES DO TE JETE I MARKES C 16/20 DHE ARMATURE E HEKURIT ST-3 -) BLLOQET E VIZTUAR PERDOREN PER URA ME DY KALIME ME GJERESI G=6M DHE ME NJE KALIM ME GJERESI G=4~5M PER NGARKESE . \U+25BA N- 13 \U+25BA T - 60 -) ARMIMI I HEKURIT Ø 18 ST-3 MUND TE ZEVENDESOHET ME HEKUR ST-5 PERIODIK N=16 ( I VIASKUAR). -) ME SHTRESE MBROJETESE KUPTOJME NE RASTIN TONE tr=2CM: LARGESIA MIDIS FAQES SE SOLETES DHE FAQES SE HEKURIT MBAJTES.: -) KY KONSTRUKSION ESHTE PROJEKTUAR PER URA ME HAPSIRE DRITE HD=3M. KEMBET E URES FITILA HEKUR Ø 14, L=50 CM 55 25 60 25 35 500 JASTEK BETONI C 16/20 50 50 50 50 50 50 50 50 50 50 SU SU SU SU SU SU SU SU SU SU SU 15 15 10 34 16 r -5 2Ø22 L=138 7 GANXAT E MONTIMIT 35 7 6 8 6 8 6 6 3,5 7 13 7 7 7 3,5 8 20.5 20.5 3.5 3.5 35 28,3 3,1 3,6 4 5 4 - - - - 1 - 2 3 48 3 2 1 22 22 10 38 44 31,30 25 Ø8 L=184 6 6 2 beton (llac) M-200 FUGA SEKSION TERTHORE NE MESIN E HAPSIRES 151,42 KG 16,72 14,60 120.10 SASIA TOTALE 0,395 42,32 0,888 16,48 2,984 40,26 Ø 8 Ø 12 Ø22 47,32 5,10 11,38 12,96 12,90 11,64 23 184 1 510 2 569 2 648 2 645 2 582 TABELA E HEKURIT (SPECIFIKIMI I ARMATURES/1\fTechnic|b0|i0|c2|p2;SOLETON) BETON M-200 M³ 0,94 HEKUR ST-3 161.00 KG/M³ Ø 8 Ø 12 Ø 12 Ø 22 Ø 22 Ø 22 6 5 4 3 2 1 ST-3 VOLUMI I BETONIT DHE PERMBAJTJA E HEKURIT PESHA TOTALE KG PESHA KG/ML SASIA TOTALE ML DIAMETRI M/M GJATESIA TOTALE ML SASIA COPE GJATESIA CM DIAMETRI M/M NR.POZICIONIT MARKA E HEKURIT 7 Ø 22 138 2 2,76 TABELA E HEKURIT (SPECIFIKIMI I ARMATURES / 1SOLETON) VOLUMI I BETONIT DHE PERMBAJTJA E HEKURIT PESHA TOTALE KG PESHA KG/ML SASIA TOTALE ML DIAMETRI M/M GJATESIA TOTALE ML SASIA COPE GJATESIA CM DIAMETRI M/M NR.POZICIONIT MARKA E HEKURIT

Language	Other
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	arch, autocad, bridge, concrete, construction, DETAIL, details, DWG, earthquake, hd, light, precast, resistant, space, wide