Diseño De Pavimentos
Páginas: 2 (256 palabras)
Publicado: 11 de marzo de 2013
Program Date 02/10/03
Rigid Pavement Design For
Aeropuerto Jorge Chavez Associated City: Lima, Peru Design Firm: Ing. Civil AIP Number: 006-13GBAirport Name:
AC Method Date: 11032013 Designer: Henry López Soto
New Pavement Section Required
26.1 8.0 6.0 0.0 PCC Thickness 300 psi Stabilized BaseSubbase Non-Frost Layer (free draining material)
Stabilized Subbase Is Required New Concrete Flexural Strength
Large Aircraft Parallel to Joints (standarddesign)
Overlay Sections
17.47" 20.81" 23.82" 20.07" Asphalt Overlay Thickness Unbonded PCC without leveling course Unbonded PCC with leveling courseBonded PCC 6" 26.07" 8" 6" 650 psi 1 0.85 0.75 Existing Slab Thickness PCC needed for existing section Existing Stabilized Subbase Existing Aggregate SubbaseExisting Slab Flexural Strength F- Factor used in design Cr Factor Cb Factor
Frost Considerations (for new pavement section)
Dry Unit Weight of Soil (lb/cf) 100 Degree Days ºF 250 Soil Frost Code Non-Frost Code for Subgrade Soil Subgrade k-value was not modified for frost Frost Depth Penetration (in) 22.53 kvalue on top of stabilized layer 320 k value on top of subbase layer 157 Original subgrade k value 100
Design Aircraft Information
DC 10-10 509042 lbs 87620 Gross Aircraft Weight Equivalent Annual Departures Design Life (years)
This software is currently under development and is not officially adopted as aFAA standard. Designs developed using this program should be checked against AC 150/5320-6D to insure accuracy and conformance to existing standards
Rigid Pavement Design For
Aeropuerto Jorge Chavez Associated City: Lima, Peru Design Firm: Ing. Civil AIP Number: 006-13GBAirport Name:
AC Method Date: 11032013 Designer: Henry López Soto
New Pavement Section Required
26.1 8.0 6.0 0.0 PCC Thickness 300 psi Stabilized BaseSubbase Non-Frost Layer (free draining material)
Stabilized Subbase Is Required New Concrete Flexural Strength
Large Aircraft Parallel to Joints (standarddesign)
Overlay Sections
17.47" 20.81" 23.82" 20.07" Asphalt Overlay Thickness Unbonded PCC without leveling course Unbonded PCC with leveling courseBonded PCC 6" 26.07" 8" 6" 650 psi 1 0.85 0.75 Existing Slab Thickness PCC needed for existing section Existing Stabilized Subbase Existing Aggregate SubbaseExisting Slab Flexural Strength F- Factor used in design Cr Factor Cb Factor
Frost Considerations (for new pavement section)
Dry Unit Weight of Soil (lb/cf) 100 Degree Days ºF 250 Soil Frost Code Non-Frost Code for Subgrade Soil Subgrade k-value was not modified for frost Frost Depth Penetration (in) 22.53 kvalue on top of stabilized layer 320 k value on top of subbase layer 157 Original subgrade k value 100
Design Aircraft Information
DC 10-10 509042 lbs 87620 Gross Aircraft Weight Equivalent Annual Departures Design Life (years)
This software is currently under development and is not officially adopted as aFAA standard. Designs developed using this program should be checked against AC 150/5320-6D to insure accuracy and conformance to existing standards
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