| 11  APPENDICES   
     LIST OF ABBREVIATIONS 
      
    AADT Annual Average Daily Traffic (total vehicles per day) 
    AASHO American Association of State Highway Officials 
    AASHTO American Association of State Highway & Transportation Off. 
    ACV Aggregate Crushing Value (%) 
    ADT Average Daily Traffic (total vehicles per day) 
    APV Average Pliers Value (%) 
    ASTM American Society for Testing Materials 
    AWA Axle Weight Analyser 
    B Ballast for Railways 
    BMZ Bundesministerium für Wirtschaftliche Zusammenarbeit 
    BP Borrow Pit 
    BPR Bureau for Public Roads (USA) 
    CBR California Bearing Ratio (%) 
    Ch Foot Chainage (1 chainage equals 100 feet) 
    Ch Surfacing Aggregates or Chips 
    CO Coarse Aggregate for Concrete 
    COMP In-Situ Relative Compaction (%) 
    CR Corrugation Severity Rating 
    CR Crusher-Run Basecourse 
    CS Crack Severity 
    CSIR Council for Scientific and Industrial Research, Pretoria 
    Cx Basecourse, Chips, Concrete, Ballast 
    DCP Dynamic Cone Penetrometer 
    DEF Deflection (mm) 
    DR District Road 
    DR Dust Ratio (P075/P425) 
    DRTT Division of Roads and Transport Technology (CSIR) 
    E80 80 kN Unit Axle Mass 
    ENT Equivalent New Tyres (US $) 
    ENTL Equivalent New Tyre Life (103 km/tyre) 
    EVU Equivalent Vehicle Unit 
    FACT Fines Aggregate Crushing Test 
    FC Feldspar Content (%) 
    FI Fineness Index (%) (product: PI and P075) 
    FR Farm Road 
    FRG Federal Republic of Germany 
    FTN FORTRAN computer language 
    GI Gravel Index (1 - ratio P200/P2650) 
    GM General Motors Profilometer 
    GM Grading Modulus [(300-E of P2000, P425,
    P075)/100] 
    GTZ Gesellschaft für Technische Zusammenarbeit 
    GVM Gross Vehicle Mass (kg) 
    HDM Highway Design and Maintenance Model 
    HFL High Flood Level (m) 
    HKFL Highest Known Flood Level (m) 
    HP Hewlett-Packard 
    HRU Hydrological Research Unit (Univ. of Witwatersrand/RSA) 
    IDC Independent Development Country 
    IRI International Roughness Index (m/m) 
    IRR Internal Rate of Return (%) 
    L Lane 
    LABMAX Maximum sieve size (mm) 
    LDI Linear Displacement Integrator (m/km)(measured: cm/km) 
    LL Liquid Limit (%) 
    LS Linear Shrinkage (%) 
    LSS Loose Stones Severity 
    Ma Million anni (years) 
    MAASHO Modified AASHO 
    MAP Mean Annual Precipitation (mm) 
    MAR Mean Area Run-Off (m3/s) 
    MC Medium Curing (bitumen) 
    MDD Maximum Dry Density (kg/m3) 
    MDP Maximum Daily Precipitation (mm) 
    MDS Maintenance Design System 
    MR Main Road 
    N N-Value (Weinert, 1980) 
    ND No Data 
    NITRR National Institute for Transportation and Road Research 
    NP Non Plastic 
    NPW Net Present Worth (NPW: Future Benefits-NPW: Costs) (US $) 
    OCC Opportunity Cost of Capital (%) 
    OL Optimal Life Method 
    OMC Optimum Moisture Content (%) 
    P075 Percent Passing 0,075 mm sieve (and other sieves) 
    PCA Portland Cement Association Roadmeter 
    PF Plastic Factor (PL*P075)(%) 
    pH pH value 
    PI Plasticity Index (LL-PL)(%) 
    PL Plastic Limit (%) 
    PMS Pavement Management System 
    PNVP Percentage of New Vehicle Price 
    PS Pot-hole Severity 
    PSI Present Serviceability Index 
    PVC Polyvinyl Chloride 
    QI Quarter Car Index (counts/km) 
    R R-Factor: Coefficient of Correlation 
    R (South African Currency) Rand, still used in Namibia 
    RAIN Mean Annual Precipitation (mm) 
    RQ Riding Quality 
    RSA Republic of South Africa 
    RTRRMS Response Type Road Roughness Measuring System 
    SABS South African Bureau of Standards 
    S.C. Strength Coefficient 
    SCS USA Soil Conservation Service 
    SDS Surface Drainage Severity 
    SITC Southern Inter Tropical Convergence Zone 
    SNC Corrected Pavement Structural Number (included subgrade) 
    SNU Structural Number for Pavement Layers 
    SP Slightly Plastic 
    SPT Standard Penetration Test 
    TAWC Traffic Axle Weight Classifier 
    TMH Technical Methods for Highways 
    TR Trunk Road 
    TRH Technical Recommendations for Highways 
    TRRL Transportation and Road Research Laboratory (UK) 
    VA Value Age Relationship 
    VOC Vehicle Operating Costs (US $) 
    VPD Vehicles per day 
    WL Wave Length (corrugations) (mm)  |