12. Refer to Figure II-1 attached. A flexible pavement is to be evaluated according to the AASHTO 1972 design guide. The existing pavement has a weighted structural number=3.4, a regional factor=2.0, and a soil support value=4.5. What would be the approximated number of daily equivalent 18-kip axles to be allowed on this road for a 20-year analysis period?a. 10b. 33c. 100d. 1490 Figure II-1Design Chart for Flexible Pavements, Pt - 2.5SUPPORT VALUEIT!!!5 - SOILTOTAL EQUIVALENT 18-KIP SINGLEAXLE LOAD APPLICATIONS, THOUSANDS४४-105001,000SN-1003,00010,00020,000 3,000-2,000-500DAILY EQUIVALENT 18-KIP SINGLEAXLE LOAD APPLICATIONS(20 year analysis period)-1,000SN-WEIGHTEDSTRUCTURAL NUMBERREGIONAL FACTORSTRUCTURAL NUMBER

12. Refer to Figure II-1 attached. A flexible pavement is to be evaluated according to the AASHTO 1972 design guide. The existing pavement has a weighted structural number=3.4, a regional factor=2.0, and a soil support value=4.5. What would be the approximated number of daily equivalent 18-kip axles to be allowed on this road for a 20-year analysis period? a. 10 b. 33 c. 100 d. 1490

12. Refer to Figure II-1 attached. A flexible pavement is to be evaluated according to the AASHTO 1972 design guide. The existing pavement has a weighted structural number=3.4, a regional factor=2.0, and a soil support value=4.5. What would be the approximated number of daily equivalent 18-kip axles to be allowed on this road for a 20-year analysis period? a. 10 b. 33 c. 100 d. 1490

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter21: Pavement Management

Section: Chapter Questions

Problem 1P

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