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/ 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