Reinforcing Embankments With One Row Of Geogrid DWG Block for AutoCAD

Reinforcing Embankments With One Row Of Geogrid DWG Block for AutoCAD

Reinforcing embankments with one row of geogrid

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

geotextile characteristics, characteristics, traction resistance, elongation at break, coefficient of transmissibility permeability, cnbr punching, admissible values, technical project, technical project, current cross sections, specification, specification, name, sequential number, section, type, type, section, sequential number, national company of motorways and national roads in romania, and national roads in romania, national highway company, rev., ing. gabriela ciocazan, viorel giura, revision , revision, no., date, date, description, description, technical project, situation plan, engineer observations, two-lane carriageway, emergency stop zone, guiding tape, projected shaft, guardrails, anti-rotation device, masonry rib, safety zone, fencing, technological road, shingle protection, compacted soil, geotextile, on mud from the ballast, natural ground line, filling the body of the road from natural or stabilized land, picking up of the vegetal lime, filling the ground road body, corresponding according to the specifications, geogrid, coefficient of unevenness, permeability coefficient, maximum particle size , nr. crt., section, km position, applied length, start, end, overall, table of applicability, reinforcement of high ramps with a row of geogrids, geogrid features

Raw text data extracted from CAD file:

Via Felice Casati 1/A 20124 Milan - Italy 1.50 2.00 1.50 2.00 1.50 1.50 50 7.50 50 2.50 50 50 7.50 50 2.50 50 3.00 11.00 11.00 50 50 26.00 75 25 25 75 60 27.50 1.50 H max=7.50m min.50 1.50 50 min.50 1.50 50 Hmax=7.50m 1.50 1.50 50 7.50 50 2.50 50 50 7.50 50 2.50 50 3.00 11.00 11.00 50 50 26.00 75 25 25 75 60 min.50 1.50 50 27.50 1.50 H max=7.50m 1.50 2.00 1.50 2.00 min.50 1.50 50 Hmax=7.50m \A1;20 \A1;20 \A1;20 \A1;20 \A1;1.00 \A1;1.00 \A1;2.00 \A1;10 \A1;min.50 \A1;150 \A1;50 A A 2.00 2.00 2.00 2.00 Caracteristici geotextil Caracteristici Rezistenta la tractiune Alungirea la rupere Coeficient de permeabilitate trasversala Poansonare cu CBR Valori admisibile min. 10 KN/m 30...40% 5...7x 10 m/s > 1000 N \H0.100000x;\W1.000000;-2 min.15 cm min.15 cm AUTOSTRADA ORASTIE-SIBIU Lot 3 PROJECT TITLE / TITLU PROIECT : MOTORWAY ORASTIE-SIBIU Lot 3 PHASE / FAZA : PROIECT TEHNIC TECHNICAL PROJECT DRAWING TITLE / TITLU PLANSA : PROFILURI TRANSVERSALE CURENTE PROJECT NO. / NR. PROIECT : SPECIFICATION SPECIFICATIE \W0.999997x;CHECKED : \W0.999997x;VERIFICAT : \W0.999997x;SEF PROIECT DRUMURI : \W0.999997x;ROAD WORKS TEAM LEADER : NAME NUME SIGNATURE SEMNATURA \W0.999997x;PROIECTAT : DESIGNED : DATE / DATA : AUG. 2011 SEQUENTIAL NUMBER FAZA / PHASE SECTION TYPE TIP SECTIUNE NUMAR SECVENTIAL TC A 0 0 0 4 S PT SCALE / SCARA 1:200 NATIONAL COMPANY OF MOTORWAYS SI DRUMURI NATIONALE DIN ROMANIA AND NATIONAL ROADS IN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI EuropeAid/122273/D/SER/RO ISPA Agency REV. REV. 0 0 Via dei Missaglia, 97 - 20142 Milan - Italy \W1;CONTRACTOR / CONTRACTANT: \W1;DESIGNED / PROIECTAT: \W1;ing. Mircea Georgescu ing. Gabriela Ciocazan ing. Viorel Giura REVISION REVIZIE NO. NR. DATE DATA DESCRIPTION DESCRIERE - \W1;EMPLOYER / BENEFICIAR : - - AUTOSTRADA ORASTIE-SIBIU Lot 3 PROJECT TITLE / TITLU PROIECT : MOTORWAY ORASTIE-SIBIU Lot 3 PHASE / FAZA : PROIECT TEHNIC TEHNICAL PROJECT DRAWING TITLE / TITLU PLANSA : PLAN DE SITUATIE PROJECT NO. / NR. PROIECT : SPECIFICATION SPECIFICATIE \W0.999997x;CHECKED : \W0.999997x;VERIFICAT : \W0.999997x;SEF PROIECT DRUMURI : \W0.999997x;ROAD WORKS TEAM LEADER : NAME NUME SIGNATURE SEMNATURA \W0.999997x;PROIECTAT : DESIGNED : DATE / DATA : 09.2011 SEQUENTIAL NUMBER FAZA / PHASE SECTION TYPE TIP SECTIUNE NUMAR SECVENTIAL PS A 0 0 0 0 S PT SCALE / SCARA NATIONAL COMPANY OF MOTORWAYS SI DRUMURI NATIONALE DIN ROMANIA AND NATIONAL ROADS IN ROMANIA COMPANIA NATIONALA DE AUTOSTRAZI EuropeAid/122273/D/SER/RO ISPA Agency REV. REV. 0 Via dei Missaglia, 97 - 20142 Milan - Italy \W1;CONTRACTOR / CONTRACTANT: \W1;DESIGNED / PROIECTAT: 1:1000 \W1;ing. Mircea Georgescu ing. Gabriela Ciocazan REVISION REVIZIE NO. NR. DATE DATA DESCRIPTION DESCRIERE - \W1;EMPLOYER / BENEFICIAR : 0 0 - - ing. Viorel Giura min.15 cm 1. 12.2011 Observatii Inginer 1.50 1.50 1.50 1.50 \A1;<1.00 \A1;1.50 \A1;50 \A1;50 \A1;min. 3.00 \A1;50 min.50 1.50 50 1.50 H max=7.50m 1.50 2.00 2.00 1.50 1.50 50 27.50 1.50 H max=7.50m 1.50 2.00 1.50 2.00 min.50 1.50 50 Hmax=7.50m 5.00 H =6.00m 2.00 2.00 1.50 1.50 1.50 50 7.50 50 2.50 50 50 7.50 50 2.50 50 3.00 11.00 11.00 50 50 26.00 75 25 25 75 60 min.50 1.50 \A1;1.50 \A1;10 \A1;10 \A1;10 2.5% 2.5% PARTE CAROSABILA CU DOUA BENZI Zona de stationare de urgenta 2.5% 2.5% PARTE CAROSABILA CU DOUA BENZI 5 Zona mediana 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1:10 4% 5 5 Zona de stationare de urgenta Acostament 1:10 4% 5 5 Acostament 4% 4% Sc. 1:100 5 2:3 min.50 5 5 Sant pereat prefabricat sau monolit 1:1 1:1 5 Lucrari de consolidare - Ranforsare rabeluri inalte cu un rand de geogrila pentru panta terenului natural i<4% 2.5% Banda de ghidaj Ax proiectat 2.5% Parapete Dispozitiv antiorbire Rigola de acostament 4.0% 4.0% 5 Rigola de acostament H max=7.50m Banda de ghidaj Banda de ghidaj Banda de ghidaj ZONA DE SIGURANTA Imprejmuire 5 5 DRUM TEHNOLOGIC 2.5% 4.0% Decapare pamant vegetal h=var. ZONA DE SIGURANTA Imprejmuire 5 5 DRUM TEHNOLOGIC 2.5% 4.0% Protectie taluz cu pamant vegetal insamantat 20 cm 2:3 min.50 5 5 1:1 1:1 4.0% 4.0% Hmax=7.50m Protectie taluz cu pamant vegetal insamantat 20 cm i<4% i<4% 4% 4% 2.5% 2.5% PARTE CAROSABILA CU DOUA BENZI Zona de stationare de urgenta 2.5% 2.5% PARTE CAROSABILA CU DOUA BENZI 5 Zona mediana 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1:10 4% 5 5 Zona de stationare de urgenta Acostament 1:10 4% 5 5 Acostament 4% 4% Sc. 1:100 5 2:3 min.50 5 5 Sant pereat prefabricat sau monolit 1:1 1:1 5 2.5% Banda de ghidaj Ax proiectat 2.5% Dispozitiv antiorbire Rigola de acostament 4.0% 4.0% 5 Rigola de acostament H max=7.50m Banda de ghidaj Banda de ghidaj Banda de ghidaj ZONA DE SIGURANTA Imprejmuire 5 5 DRUM TEHNOLOGIC 2.5% 4.0% ZONA DE SIGURANTA Imprejmuire 5 5 DRUM TEHNOLOGIC 2.5% 4.0% Protectie taluz cu pamant vegetal insamantat 20 cm 2:3 min.50 5 5 1:1 1:1 4.0% 4.0% Hmax=7.50m Protectie taluz cu pamant vegetal insamantat 20 cm 4%<i<10% 4%<i<10% 4% 4% Teren compactat Geotextil Perna din balast Decapare pamant vegetal h=var. Teren compactat Geotextil Perna din balast Sc. 1:100 Detaliul "A'' Detaliul "A'' 2:3 20 20 20 20 1.00 1.00 Protectie taluz cu pamant vegetal insamantat 20 cm Linie teren natural 2.00 Umplutura corp drum din pamant natural sau stabilizat Protectie taluz cu pamant vegetal insamantat 20 cm Geotextil Scara 1:50 Detaliul "B" Perna din balast(h=0.50m) Decapare teren vegetal var. Teren compactat 10 2:3 min.50 5 5 1:1 1:1 4.0% 4.0% Detaliul "B'' Lucrari de consolidare - Ranforsare rabeluri inalte cu un rand geogrila de pentru panta terenului natural 4%<i<10% Lucrari de consolidare - Ranforsare rabeluri inalte cu un rand de geogrila pentru panta terenului natural i>10% Umplutura corp drum din pamant corespunzator, conform caiete de sarcini Umplutura corp drum din pamant corespunzator, conform caiete de sarcini 4% 5 5 5 5 min.15 cm min.15 cm Detaliul "A" -Trepte de infratire pentru stratul de protectie \W5.52917; din pamant vegetal- \W6.31742; Scara 1:50 min.15 cm 1.50 5 5 1.50 4% 5 1:1 1:1 5 Geotextil Linie teren natural Perna din balast Decapare teren vegetal h=var. min. 3.00 i >10% <1.00 5 1.50 Geogrila Detaliu "C" -Trepte de infratire pentru terenul natural- Scara1:50 min.50 5 5 1:1 1:1 4.0% 4.0% 5 H max=7.50m ZONA DE SIGURANTA Imprejmuire 5 5 DRUM TEHNOLOGIC 2.5% 4.0% 1:2 5 Decapare teren vegetal h=var. Strat anticapilar din balast(h=0.50m) Geotextil Geogrila Teren compactat Umplutura corp drum din pamant natural sau stabilizat Protectie taluz cu pamant vegetal insamantat 20 cm Detaliul "D" Scara 1:50 4% 1.50 2.5% 2.5% PARTE CAROSABILA CU DOUA BENZI Zona de stationare de urgenta 2.5% 2.5% PARTE CAROSABILA CU DOUA BENZI 5 Zona mediana 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1:10 4% 5 5 Zona de stationare de urgenta Acostament 1:10 4% 5 5 Acostament 4% 4% 5 2:3 min.50 5 5 1:1 1:1 5 2.5% Banda de ghidaj Ax proiectat 2.5% Dispozitiv antiorbire Rigola de acostament 4.0% 4.0% 5 Rigola de acostament H max=7.50m Banda de ghidaj Banda de ghidaj Banda de ghidaj ZONA DE SIGURANTA Imprejmuire 5 5 DRUM TEHNOLOGIC 2.5% 4.0% ZONA DE SIGURANTA Imprejmuire 5 5 DRUM TEHNOLOGIC 2.5% 4.0% Protectie taluz cu pamant vegetal insamantat 20 cm 2:3 min.50 5 5 1:1 1:1 4.0% 4.0% Hmax=7.50m Protectie taluz cu pamant vegetal insamantat 20 cm Detaliul "A'' 5 1:2 Protectie taluz cu pamant vegetal insamantat 20 cm H =6.00m Umplutura corp drum din pamant Decapare pamant vegetal h=var. Teren compactat Geotextil Perna din balast Geogrila 1.50 5 Detaliul "C'' 5 Detaliul "D'' corespunzator, conform caiete de sarcini 1:1 4% 1:1 4% 4% 4% 1.50 Geogrila 1.50 Geogrila Geogrila Parapete Parapete Parapete Parapete Parapete Parapete Parapete Parapete Parapete Parapete Parapete 10 10 10 Caracteristici geotextil Caracteristici Rezistenta la tractiune Alungirea la rupere Coeficient de permeabilitate trasversala Poansonare cu CBR Valori admisibile min. 10 KN/m min. 40% min.2x 10 m/s > 1700 N -4 Caracteristici balast conform SR 662-2002 Caracteristici Fractiune < 0.02 Coeficient de neuniformitate Coeficient de permeabilitate Valori admisibile 3% > 15 min.3.5 x 10 cm/s Dimensiunea maxima a particulei 63mm Nr. Crt. Sectiunea Pozitie km. Lungime aplicata Inceput Sfarsit (km) (km) (m) 1 2 3 Total general TABEL DE APLICABILITATI -3 Ranforsare rambeluri inalte cu un rand de geogrila Nota : · Geotextilul cu rol de separare, filtrare si anticontaminare, se pune doar sub perna din balst. · Perna din balast se executa conform caietului de sarcini. · Caracteristicile balastului trebuie sa satisfaca cerintele materialului de umplutura prevazute in fisa tehnica a geogrilelor utilizate. · Ranforsarea rambleelor inalte cu un rand de geogrile se executa conform caietului de sarcini · Toate lucrarile de terasamente se vor executa conform caietului de sarcini referitoar la terasamente. Forta de tractiune la alungire de 5% >20KN min. 50 KN/m Valori admisibile Rezistenta ultima(Rult) Caracteristici geogrila Caracteristici geogrila 62450 62475 25 25 4

Language	Other
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, DWG, HIGHWAY, pavement, reinforcing, Road, route