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2 - CIRCY ANALYSIS - Circly Analysis
B14101 Top Forestry Road.txt CIRCLY Version 5.0s (25 October 2011) Job Title: B14101 Top Forestry Road Damage Factor Calculation Assumed number of damage pulses per movement: One pulse per axle (i.e. use NROWS) Traffic Spectrum Details: ID: Eco 10 7 Title: 10*7 ESAs Load Load Movements No. ID 1 ESA75-Full 7.69E+04 Details of Load Groups: Load Load Load Load Radius Pressure/ No. ID Category Type Ref. stress 1 ESA75-Full SA750-Full Vertical Force 92.1 0.75 Load Locations: Location Load Gear x Y Scaling Th No. ID No. Factor 1 ESA75-Full 1 -165.0 0.0 1.00E+00 2 ESA75-Full 1 165.0 0.0 1.00E+00 3 ESA75-Full 1 1635.0 0.0 1.00E+00 4 ESA75-Full 1 1965.0 0.0 1.00E+00 Layout of result points on horizontal plane: Xmin: 0 Xmax: 165 Xdel: 165 Y: 0 Details of Layered System: ID: B14101 Title: Top Forestry Road Layer Lower Material Isotropy Modulus P.Ratio No. i/face ID (or Ev) (or vvh) F 1 rough Gran_350 Aniso. 3.50E+02 0.35 2.60E+02 2 rough Gran_250 Aniso. 2.50E+02 0.35 1.90E+02 3 rough Sub_CBR15 Aniso. 1.50E+02 0.45 1.03E+02 Performance Relationships: Layer Location Performance Component Perform. Perform. Traffic No. ID Constant Exponent Multipli 3 top Sub_2004 EZZ 0.009300 7.000 1.600 Reliability Factors: Project Reliability: Austroads 97.5% Layer Reliability Material No. Factor Type 3 1.00 Subgrade (Austroads 2004) Details of Layers to be sublayered: Layer no. 1: Austroads (2004) sublayering Layer no. 2: Austroads (2004) sublayering Results: Layer Thickness Material Load Critical CDF No. ID ID Strain 1 60.00 Gran_350 n/a n/a 2 100.00 Gran_250 n/a n/a 3 0.00 Sub_CBR15 ESA75-Full 1.71E-03 8.91E-01 Tuesday, 26 May 2015 16:14 Exponent 0.00 eta 0.00 0.00 0.00 0,00 Eh 1.75E+02 1.25E+02 7,50E+01 vh 0.35 0.35 0.45 er Page 1
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B14101 Top Forestry Road.txt CIRCLY Version 5.0s (25 October 2011) Job Title: B14101 Top Forestry Road Damage Factor Calculation Assumed number of damage pulses per movement: One pulse per axle (i.e. use NROWS) Traffic Spectrum Details: ID: Eco 10 7 Title: 10*7 ESAs Load Load Movements No. ID 1 ESA75-Full 7,.69E+04 Details of Load Groups: Load Load Load Load Radius Pressure/ Exponent No. ID Category Type Ref. stress 1 ESA75-Full SA750-Full Vertical Force 92.1 0.75 0.00 Load Locations: Location Load Gear x Y Scaling Theta No, ID No. Factor 1 ESA75-Full 1 -165.0 0.0 1.00E+00 0.00 2 ESA75 -Full 1 165.0 0.0 1.00E+00 0.00 3 ESA75~-Full 1 1635.0 0.0 1.00E+00 0.00 4 ESA75-Full 1 1965.0 0.0 1.00E+00 0.00 Layout of result points on horizontal plane: Xmin: 0 Xmax: 165 Xdel: 165 Y: 0 Details of Layered System: ID: B14101 Title: Top Forestry Road Layer Lower Material Isotropy Modulus P.Ratio No. i/face ID (or Ev) (or vvh) F Eh vh 1 rough Gran_350 Aniso. 3.50E+02 0.35 2.60E+02 1.75E+02 0.35 2 rough Gran_250 Aniso. 2.50E+02 0.35 1.90E+02 1.25E+02 0.35 3 rough Sub_CBR10 Aniso. 1.00E+02 0.45 6.90E+01 5.00E+01 0.45 Performance Relationships: Layer Location Performance Component Perform. Perform. Traffic No. ID Constant Exponent Multiplier 3 top Sub_2004 EZZ 0.009300 7.000 1.600 Reliability Factors: Project Reliability: Austroads 97.5% Layer Reliability Material No. Factor Type 3 1.00 Subgrade (Austroads 2004) Details of Layers to be sublayered: Layer no. 1: Austroads (2004) sublayering Layer no. 2: Austroads (2004) sublayering Results: Layer Thickness Material Load Critical CDF No. ID ID Strain 1 100.00 Gran_350 n/a n/a 2 100.00 Gran_250 n/a n/a 3 0.00 Sub_CBR10 ESA75-Full 1.82E-03 1.34E+00 Tuesday, 26 May 2015 15:54 Page 1
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B14101 Top Forestry Road.txt CIRCLY Version 5.0s (25 October 2011) Job Title: B14101 Top Forestry Road Damage Factor Calculation Assumed number of damage pulses per movement: One pulse per axle (i.e. use NROWS) Traffic Spectrum Details: ID: Eco 10 7 Title: 10*7 ESAs Load Load Movements No. ID al ESA75-Full 7.69E+04 Details of Load Groups: Load Load Load Load Radius Pressure/ Exponent No. ID Category Type Ref. stress 1 ESA75-Full SA750-Full Vertical Force 92.1 0.75 0.00 Load Locations: Location Load Gear x Y Scaling Theta No. ID No. Factor 1 ESA75-Full 1 -165.0 0.0 1.00E+00 0.00 2 ESA75-Full 1 165.0 0.0 1.00E+00 0.00 3 ESA75-Full 1 1635.0 0.0 1.00E+00 0.00 4 ESA75-Full ds 1965.0 0.0 1.00E+00 0.00 Layout of result points on horizontal plane: Xmin:; 0 Xmax: 165 Xdel: 165 Y: 0 Details of Layered System: ID: B14101 Title: Top Forestry Road Layer Lower Material Isotropy Modulus P.Ratio No. i/face ID (or Ev) (or vvh) F Eh vh 1 rough Gran_350 Aniso. 3.50E+02 0.35 2.60E+02 1.75E+02 0.35 2 rough Gran_250 Aniso. 2.50E+02 0.35 1.90E+02 1.25E+02 0.35 3 rough Sub_CBR12 Aniso. 1.20E+02 0.45 8.28E+01 6.00E+01 0.45 Performance Relationships: Layer Location Performance Component Perform. Perform. Traffic No. ID Constant Exponent Multiplier 3 top Sub_2004 EZZ 0.009300 7.000 1.600 Reliability Factors: Project Reliability: Austroads 97.5% Layer Reliability Material No. Factor Type 3 1.00 Subgrade (Austroads 2004) Details of Layers to be sublayered: Layer no. 1: Austroads (2004) sublayering Layer no. 2: Austroads (2004) sublayering Results: Layer Thickness Material Load Critical CDF No. ID ID Strain 1 100.00 Gran_350 n/a n/a 2 100.00 Gran_250 n/a n/a 3 0.00 Sub_CBR12 ESA75-Full 1,.52E-03 3.85E-01 Tuesday, 26 May 2015 15:58 Page 1