SN EN 61773 : 1996

1 Scope and object
2 Normative references
3 Definitions
4 Categories of tests
    4.1 Design tests
    4.2 Proof tests
5 Geotechnical data
    5.1 General
    5.2 Soil investigation results
    5.3 Geotechnical design parameters
    5.4 Soil conditions during foundation installation
6 Foundation installation
    6.1 General
    6.2 Variations on foundations for design tests
    6.3 Installation techniques for foundations subject
         to design testing
    6.4 Installation records
    6.5 Minimum period of time required between installation
         and testing
7 Test equipment
    7.1 Load application
    7.2 Test loading arrangements
    7.3 Reference beam - Design tests
    7.4 Displacement measurement devices - Design tests
    7.5 Displacement measurement devices - Proof tests
    7.6 Calibration of measuring instruments
8 Test procedure
    8.1 Number of tests
    8.2 Testing of pile groups
    8.3 Loading procedure
    8.4 Test recording
9 Test evaluation
    9.1 General
    9.2 Design tests
    9.3 Proof tests
10 Acceptance criteria
    10.1 General
    10.2 Design tests
    10.3 Proof tests
11 Test report
Annexes
A Bibliography
B Soil investigations
C Comments on clear horizontal distance between reaction
    supports and test foundation
D Formats for records of installation and testing
E Guidance notes for graphical determination of foundation
    uplift or compression capacity
F Glossary of terms and explanations
ZA (normative) Normative references to international
    publications with their corresponding European publications

Applies to test methods for foundations of overhead line structures. Refers to foundations mainly loaded by axial, lateral and a combination of both forces. Does not include tests on reduced scale or model foundations, although they may be useful for design purposes. Dynamic foundation testing is also not included. Gives methods applicable to the investigating of the load-carrying capacity and/or load response of the total foundation as an interaction between the foundation and surrounding soil or rock. Does not cover the mechanical strength of the structural components.