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Roads Department - Government of Botswana

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<strong>Roads</strong> <strong>Department</strong><br />

LIST OF TABLES<br />

Table 2.1 Salt Content <strong>of</strong> pavement layers (Sekoma-Kang road).............................................................................14<br />

Table 2.2 Some salts which can contribute to salt damage <strong>of</strong> pavements.................................................................19<br />

Table 3.1 Salt Analysis tests for materials and water in <strong>Botswana</strong>...........................................................................25<br />

Table 4.1 Climate risk evaluation..............................................................................................................................32<br />

Table 5.1 Suggested Maximum salt content limits for <strong>Botswana</strong>.............................................................................36<br />

LIST OF FIGURES<br />

Figure 1.1 Flowchart <strong>of</strong> guideline ..............................................................................................................................10<br />

Figure 2.1 World Distribution <strong>of</strong> dry climates and occurrence <strong>of</strong> Salt Damage ........................................................11<br />

Figure 2.2 Areas <strong>of</strong> <strong>Botswana</strong> most susceptible to salt damage.................................................................................12<br />

Figure 2.3 Salt damage process in relation to pavement and water table and salinity ...............................................20<br />

Figure 2.4 Solubility <strong>of</strong> some natural salts in relation to temperature .......................................................................23<br />

Figure 4.1 Risk analysis for salt damage to bituminous surfacings ...........................................................................29<br />

Figure 4.2 Materials risk rating-salt damage to bituminous surfacings .....................................................................30<br />

Figure 5.1 Permissible intervals between prime and final surfacing in relation to subgrade salinity and<br />

pavement surface salinity ......................................................................................................................... 34<br />

Figure 5.2 Electrical conductivity readings at the surface (0-50mm) <strong>of</strong> a layer with time for various levels <strong>of</strong><br />

initial conductivity <strong>of</strong> the bulk material ....................................................................................................35<br />

REFERENCES<br />

LIST OF APPENDICES<br />

Appendix A Maximum salt content limits worldwide..............................................................................................41<br />

Appendix B Field Electrical Conductivity measurements <strong>of</strong> soils by the quick conductivity method. ..................43<br />

Appendix C Risk Evaluation and determination <strong>of</strong> required preventative measures- Worked Example..................44<br />

Appendix D Glossary <strong>of</strong> Terms.................................................................................................................................46<br />

Appendix E Abbreviations .......................................................................................................................................47<br />

6 Guide to the Prevention and Repair <strong>of</strong> Salt Damage to <strong>Roads</strong> and Runways

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