Compaction DWG Detail for AutoCAD

Compaction – Details

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

Granular claimed material, granular claimed material

Raw text data extracted from CAD file:

\A1;.60 \A1;.20 \A1;.80 \A1;.40 \A1;17.20 \A1;.40 \A1;.60 \A1;.20 \A1;.80 \A1;.15 \A1;.45 \A1;18.00 \A1;.60 \A1;.20 \A1;.80 \A1;.40 \A1;.60 \A1;.40 \A1;3.20 \A1;.40 \A1;.60 \A1;.40 \A1;6.00 \A1;.60 \A1;.20 \A1;.8 1,00 4,00 1,00 6,00 14,00 18,00 3,50 3,50 4,00 3,50 3,50 4,00 6,00 7,00 4,00 1,50 1,50 \A1;.60 \A1;.20 \A1;.80 \A1;.45 \A1;6.99 5,0 1,00 1,00 \A1;.60 \A1;.20 \A1;.80 \A1;.40 \A1;6.19 \A1;.40 \A1;.15 \A1;4.00 \A1;4.00 \A1;.80 \A1;6.00 \A1;.60 \A1;.20 \A1;.8 \A1;.60 \A1;.20 \A1;.40 \A1;.60 \A1;.40 \A1;3.20 \A1;.40 \A1;.60 \A1;.40 2% 5 5 5 5 5 5 5 5 5 2% CONCRETO F’C 210 Kg/cm2 MATERIAL AFIRMADO GRANULAR 5 5 CORTE A – A’ \H0.66672x;\lESC. 1/50 5 5 5 5 4% 5 5 5 5 5 5 5 5 5 5 5 CONCRETO F’C 210 Kg/cm2 MATERIAL AFIRMADO GRANULAR CONCRETO F’C 210 Kg/cm2 +30% P.G. 4% 2% 2% CONCRETO F’C 210 Kg/cm2 CONCRETO F’C 210 Kg/cm2 +30% P.G. CONCRETO F’C 210 Kg/cm2 +30% P.G. 5 5 5 5 5 5 5 5 5 5 5 PLANTA \H0.66672x;\lESC. 1/100 CORTE B – B’ \H0.66672x;\lESC. 1/50 B’ B A A’ 2% 5 5 5 5 5 5 5 5 5 CONCRETO F’C 210 Kg/cm2 MATERIAL AFIRMADO GRANULAR 5 5 CORTE A – A’ \H0.66672x;\lESC. 1/50 5 2% CONCRETO F’C 210 Kg/cm2 CONCRETO F’C 210 Kg/cm2 +30% P.G. CONCRETO F’C 210 Kg/cm2 +30% P.G. 5 5 5 5 5 5 5 5 5 PLANTA \H0.66672x;\lESC. 1/100 B’ B A A’ JUNTA DE DILATACION 1″ 4% 2% 2% JUNTA DE DILATACION 1″ 5 5 5 5 4% 5 5 5 5 5 5 5 5 5 5 5 CONCRETO F’C 210 Kg/cm2 MATERIAL AFIRMADO GRANULAR CONCRETO F’C 210 Kg/cm2 +30% P.G. CORTE B – B’ \H0.66672x;\lESC. 1/50 5 BADENES TIPO 1 \H0.66672x;\lESC. 1/100 BADENES TIPO 2 \H0.66672x;\lESC. 1/100