[: en] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. 
[: en] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. [:d E] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. [: FR] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. [: es] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. [:]
