Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Example: Design a new flexible pavement for a major interstate highway using the following conditions: Pavement location : Rural Number of lanes :2 lanes in each direction Total traffic during peak hour : 267 ESAL Design period : 16 years Growth factor : 12% Traffic distribution design of lane factor Lf: 65% Sub-grade CBR : 8% Standard deviation : 40% Overall serviceability loss: Po - Pt = 4.2 -2 = 2.2

Example: Design a new flexible pavement for a major interstate highway using the following conditions: Pavement location : Rural Number of lanes :2 lanes in each direction Total traffic during peak hour : 267 ESAL Design period : 16 years Growth factor : 12% Traffic distribution design of lane factor Lf: 65% Sub-grade CBR : 8% Standard deviation : 40% Overall serviceability loss: Po - Pt = 4.2 -2 = 2.2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
Example: Design a new flexible pavement for a major interstate highway using the following conditions: Pavement location : Rural Number of lanes :2 lanes in each direction Total traffic during peak hour : 267 ESAL Design period : 16 years Growth factor : 12% Traffic distribution design of lane factor Lf: 65% Sub-grade CBR : 8% Standard deviation : 40% Overall serviceability loss: Po - Pt 4.2 -2 = 2.2 Solution: Step 1: Reliability (R) = 90% , Rural (Table 8.5) Step 2: Standard deviation (So) = 40% (Given) Step 3: Cumulative expected ESAL during design life in the design lane (W18) W18 = ADT x 365 x G x Df x Lf ADT = (Total traffic during peak hour) x 24 = 267 x 24 = 6408 EASL (1+i)"f-1 (1+0.12)16-1 G = = 45.613 i 0.12 22 Df = 0.93 2 lanes each direction (Table 8.6) W18 = 6408 x 365 x 45.613 x 0.93 x 0.65 = 64491246 x 64 x 106 ESAL D1 = ? D2 = ? D3 = ?
Transcribed Image Text:Example: Design a new flexible pavement for a major interstate highway using the following conditions: Pavement location : Rural Number of lanes :2 lanes in each direction Total traffic during peak hour : 267 ESAL Design period : 16 years Growth factor : 12% Traffic distribution design of lane factor Lf: 65% Sub-grade CBR : 8% Standard deviation : 40% Overall serviceability loss: Po - Pt 4.2 -2 = 2.2 Solution: Step 1: Reliability (R) = 90% , Rural (Table 8.5) Step 2: Standard deviation (So) = 40% (Given) Step 3: Cumulative expected ESAL during design life in the design lane (W18) W18 = ADT x 365 x G x Df x Lf ADT = (Total traffic during peak hour) x 24 = 267 x 24 = 6408 EASL (1+i)"f-1 (1+0.12)16-1 G = = 45.613 i 0.12 22 Df = 0.93 2 lanes each direction (Table 8.6) W18 = 6408 x 365 x 45.613 x 0.93 x 0.65 = 64491246 x 64 x 106 ESAL D1 = ? D2 = ? D3 = ?
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Geometric design of highway facilities
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS