The predicted traffie mix of a proponed four-lane urban freeway • Passenger cars - 69% Single-unit trucks: • 2-axle, 5000 ib'aske - 20% o 2axle, 9000 Ibasle - 5% • 3asle or more 23,000 Ibasle - 4% • Tractor semitrailers and combinations: o J-axle 20,000 Ibvaxle = 2% The projected AADT during the first year of operation is 3500 (both directions). If the traffice growth rate is estimated at 4% and the design life - 20 years, determine the total equivalent single axle load (ESAL) Assume the design lane factor fa is 042, pt-25, and SN = 3.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The predicted traffie mix of a proposed four-lane urhan freeway:
• Passenger cars - 69%
Single-unit trucks:
o 2-axle, 5000 Ibaxke - 20%
o 2axle, 9000 Ib'axle - 5%
o 3asle or more 23,000 lb'axle - 4%
Tractor semitrailers and combinations:
o 3-axle 20,000 Ibvaxle - 2%
The projected AADT during the first ycar of operation is 3500 (both directions). If the traffic
growth rate is estimated at 4% and the design life - 20 years, determine the total equivalent single
axle load (ESAL) Assume the design lane factor fa is 0 42, pt= 25, and SN = 3.
Transcribed Image Text:QI: The predicted traffie mix of a proposed four-lane urhan freeway: • Passenger cars - 69% Single-unit trucks: o 2-axle, 5000 Ibaxke - 20% o 2axle, 9000 Ib'axle - 5% o 3asle or more 23,000 lb'axle - 4% Tractor semitrailers and combinations: o 3-axle 20,000 Ibvaxle - 2% The projected AADT during the first ycar of operation is 3500 (both directions). If the traffic growth rate is estimated at 4% and the design life - 20 years, determine the total equivalent single axle load (ESAL) Assume the design lane factor fa is 0 42, pt= 25, and SN = 3.
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