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6th Symposium on Pavement Surface Characteristics Portoroz, Slovenia, Europe. ÍNDICE. “Maintenance Practices and Standards on Pavements at Mexican Airports”. MScE Rodolfo Téllez Gutiérrez. October 20th to 22nd, 2008. INTRODUCTION. SOP, SAHOP, S.C.T. SCT – ASA SCT – DGAC

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slide1

6th Symposium on Pavement Surface Characteristics

Portoroz, Slovenia, Europe

  • ÍNDICE

“Maintenance Practices and Standards on Pavements at Mexican Airports”

MScE Rodolfo Téllez Gutiérrez

October 20th to 22nd, 2008

slide2

INTRODUCTION

SOP, SAHOP, S.C.T.

SCT – ASA

SCT – DGAC

Concessioned Airports Groups

Dirección General de Aeropuertos.

Desing and construction of airports, major and specialized maintenance, until 1988.

26.- Aeropuertos y Servicios Auxiliares.

Operation and Administration, minor maintenance, remodeling, enlarging.

85.- Dirección General de Aeronáutica Civil.

Laws, Rules of Aircraft Operations, Licenses for Pilots, Official permits and regulations, etc.

35.- AICM, GAP, OMA, ASUR.

slide4

Special problems

Mu-meter

Bonded rubber

slide5

Special problems

Hydroplanning effect on Airports Pavements during heavy rain.

Coefficient of friction very critical.

Hveem California

slide6

Special problems

Grooving System

slide7

New Mexican proposal for Coefficient of Friction

AIRPORT PAVEMENT SURFACES

Measurements on all the Runway length

a) Once a year evaluation

b) (1) in Center Line

c) (4) at 3 and 6 m on each

side

d) Method ASTM E 670

e) Equipment Mu-Meter or

similar

  • Key Notes:
  • Until now, the official value for C. F. is 0,5 min (wet and dry)
  • The new proposal (2007) is in discussion and when approved (2008) will require for all Airports minimum values of 0,66 and 0,72 for wet pavement critical condition.
slide9

New Mexican proposal for Profile Index

AIRPORT PAVEMENT

Measurements on all the Runway length:

a.- (1) in Center Line

b.- (10) at 2, 4, 6, 8 and 10 meters on each side covering 20 m width

c.- Once a year evaluation

Key Notes:

1) Until 1990, the official standard in Mexico had a maximum

Value of P. I. = 30 inch/mile (47 cm/Km)

2) From 1992, the standard value was improved requiring a maximum P. I. = 15 inch/mile (24 cm/Km)

3) The new mexican proposal (2007) now in study and discussion, we expect to have it approved along 2008 and will require for all medium and large airports a maximum “Profile Index of 10,0 and 15,0 cm/Km”

slide10

AICM

Land operation (near of saturation)

slide11

AICM

Actual Layout

slide12

AICM

Longitudinal non-uniform settlements history

slide13

AICM

Compensated Pavement Section

slide14

AICM

Compensated Pavement Section works for the first runway

slide15

AICM

Proposed layout

slide16

THANKS FOR YOUR ATTENTION !

MScE Rodolfo Téllez Gutiérrez

[email protected]

www.imt.mx

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