Rubber Tire Buildup Removal at Hartsfield-Jackson Atlanta International Airport Quintin Watkins,P.E. Prime Engineering, Inc., Atlanta, GA Rick Boudreau, P.E. Boudreau Engineering, Atlanta, GA Rob Rau, CM and Heinz Hansen, CM Hartsfield-Jackson Atlanta International Airport 2010 FAA Worldwide Airport Technology Transfer Conference April 20-22, 2010, Atlantic City, New Jersey,
14
Embed
Rubber Tire Buildup Removal at Hartsfield-Jackson Atlanta International Airport Quintin Watkins,P.E. Prime Engineering, Inc., Atlanta, GA Rick Boudreau,
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Rubber Tire Buildup Removal at Hartsfield-Jackson Atlanta International Airport
Quintin Watkins,P.E. Prime Engineering, Inc., Atlanta, GA
Rick Boudreau, P.E.Boudreau Engineering, Atlanta, GA
Rob Rau, CM and Heinz Hansen, CMHartsfield-Jackson Atlanta International Airport
2010 FAA Worldwide Airport Technology Transfer ConferenceApril 20-22, 2010, Atlantic City, New Jersey, USA
HARTSFIELD-JACKSON ATLANTA INTERNATIONAL AIRPORT
5 Runways
2 Arrivals –
•9L (1972) & 8R (2006)
2 Departures –
• 9R (1999) & 8L (1984)
1 Mixed –
•10/28 (2006)
1,400 Peak Daily Arrivals
400,000 Landing Ops per year
WHY MEASURE FRICTION ON RUNWAYS?
“Contaminants, such as rubber deposits, dust particles, jet fuel, oil spillage, water, snow, ice and slush, all cause friction loss on runway pavement surfaces.”
“The most persistent contaminant problem is deposit of rubber from tires of landing jet aircraft”
“Heavy rubber deposits can completely cover the pavement surface texture causing loss of aircraft braking capability and directional control, particularly when runways are wet.”
Source: FAA AC 150/5320-12C Paragraph 3-1
SARSYS FRICTION TESTER - SFT(SCANDINAVIAN AIRPORT AND ROAD SYSTEMS)
SAAB 9-5
SAAB 9000
CFME- Continuous Friction Measuring Equipment
The “Mu Value” is calculated by the horizontal force divided by the vertical force or by using the measured torque generated at the measuring tire.
Runway friction coefficient (property of micro and macro surface)
TESTING PROCEDURE
“Friction surveys should be conducted 10 and 20 feet to the right of the runway centerline to determine the worst case condition.”
“The SFT is equipped with a self-wetting system to simulate rain wet pavement surface conditions and provide the operator with a continuous record of friction values along the length of the runway.”
Source: FAA AC 150/5320-12C Paragraph 3-15(a)
TESTING FREQUENCY & REQUIRED Mu VALUES
FRICTION TESTING CONDUCTED ON
Arrival Runways BIWEEKLY
8L-26R, 9R-27L, 10-28
Departure Runways QUARTERLY
8R-26L, 9L-27R
Minimum Friction Level - .50
Maintenance Planning Friction Level - .60
Source: FAA AC 150/5320-12C Table 3-2 ‘FRICTION LEVEL CLASSIFICATION FOR RUNWAY PAVEMENT SURFACES