The GEO-BUD Mazur Krzysztof company was registered in June 2010. and with each passing year it is growing more and more rapidly, gaining a large group of recipients. Throughout the company's activity, we acquire experience in the field of geological surveys to provide the highest quality services for the construction sector throughout Poland.

Our primary goal is to provide our clients with services rendered at the highest possible quality level. The priority is the satisfaction of my clients. I try to create an atmosphere of cooperation in solving the client's needs, which is why I carry out the majority of research on the site of the given investment.

With regard to my company's services related to determining the suitability of land for the needs of construction, I do:

• Study of soil compaction index

Proctor's apparatus is used to determine the moisture content of the optimal and maximum volumetric weight of the ground skeleton by

PN-88 / B-04481

• Soil compacting with a dynamic light probe (up to 10m)

The dynamic sounding technology consists in hammering the probe along with the poles ending with a conical tip into the ground from the surface. Hammering is done manually and consists in raising the ram to a constant height and lowering it to the picker. The probe complies with the following standard PN-B-04452 May 2002

• Testing with VSS

The VSS device is designed for testing the load-bearing capacity and compaction of compliant surfaces and road surfaces. The deformation test of individual flexible pavement layers and road surface in the required load range is performed as described in BN-64 / 8931-02

• Testing with a light dynamic plate

The plate is designed to perform the test of acceptable plate pressure, to determine the dynamic modulus of deformation of soil and rock substratum in road construction as well as to measure the index as well as the degree of soil compaction. This modern meter has equipment that guarantees quick, convenient and precise determination of measurement data in the construction of routes and communication lines. The tests are performed on the basis of TP BF-StB part B 8.3 for soil and rocks in road construction.

• Preparation of geological engineering documentation