Positioned along the Via Ferrata on the intermediate horizontal, vertical and oblique sections, the drilling for anchoring the various elements was carried out using suitable, clean and oil-free equipment. A cleaning cycle was then adopted, described as follows: blowing out the hole with an air pump, starting from the bottom (at least twice); complete cleaning of the hole with a steel brush (at least four times) with a diameter larger than the hole; complete and final blowing out with an air pump (twice). Then the high performance epoxy resin for chemical anchoring was injected (dispense the first 3 mixtures of material, until a uniform colour is obtained), in the deepest part of the hole and then slowly pulling back the mixer, carefully avoiding air entrapment inside, until 2/3 of the cavity was filled. The clean and oil-free anchoring element was inserted with rotating movements within the open resin time (gel time). Before the the resin had completely cured (cure time), the anchored element was not moved or placed under load.
The main elements and characteristics to be anchored to equip the Via Ferrata are: 
Safety Pitons: made of high adhesion ribbed duplex steel, 16 mm nominal diameter, with an anchoring depth of 200 mm and hole diameter of 20 mm. The presence of the ribbing on the surface, common to all the elements to be anchored, gives the structure "embedded" in the resin greater resistance to pull off.
Steps: Ø 16 mm galvanised steel, with an anchoring depth of 120 mm and hole diameter of 20 mm. They are 300 mm wide and protrude 150 mm from the rock wall.
Tibetan Bridge: uses anchoring elements with a similar configuration to the studs, but with Ø 18 mm stainless steel, with an anchoring depth of 390 mm and a hole diameter of 22 mm.
Compiling the minimum stresses from the manufacturer of the parts to be anchored (Raumer), with the recommended resin stresses, it can be concluded that the latter exceed the design ones, according to the following summary table.

*The calculation of the recommended loads was based on "ETA-16/0696 of 6th October 2017, assuming as the best approximation of reality the unfavourable conditions of non cracked concrete support C20/25.