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) REFER TO THE TABLE BELOW TO FIND THE LOWER SPEED LIMIT, HIGHER SPEED LIMIT AND MEDIAN SPEED LIMIT.  USE INTERPOLATION AND SHOW DETAILED SOLUTION. ANSW MUST BE: Lower speed limit = 23.8 , Higher speed limit = 35.096, and median speed limit = 29.26667.

) REFER TO THE TABLE BELOW TO FIND THE LOWER SPEED LIMIT, HIGHER SPEED LIMIT AND MEDIAN SPEED LIMIT.  USE INTERPOLATION AND SHOW DETAILED SOLUTION. ANSW MUST BE: Lower speed limit = 23.8 , Higher speed limit = 35.096, and median speed limit = 29.26667.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1.) REFER TO THE TABLE BELOW TO FIND THE LOWER SPEED LIMIT, HIGHER SPEED LIMIT AND MEDIAN SPEED LIMIT. 

USE INTERPOLATION AND SHOW DETAILED SOLUTION.

ANSW MUST BE:

Lower speed limit = 23.8 ,

Higher speed limit = 35.096, and

median speed limit = 29.26667.

SPOT SPEED EXAMPLE HIGHWAY ENGINEERING Speed (mph - Frequency of vehicle %Frequency |Cumulative frequency Cummulative percent 21.4 2 2.38% 2 2.38 22.2 4 4.76% 6 7.14 23 1 1.19% 7 8.33 24 7 8.33% 14 16.67 25 8 9.52% 22 26.19 36.90 38.10 26.1 9 10.71% 31 27.2 1 1.19% 32 28.9 7 8.33% 39 46.43 57.14 64.29 72.62 85.71 92.86 30 10.71% 48 31.5 7.14% 54 33.3 7 8.33% 61 35.2 11 13.10% 72 37.5 7.14% 78 95.24 100.00 40 2 2.38% 80 42.8 4.76% 84 TОTAL 84 100.00%
Transcribed Image Text:SPOT SPEED EXAMPLE HIGHWAY ENGINEERING Speed (mph - Frequency of vehicle %Frequency |Cumulative frequency Cummulative percent 21.4 2 2.38% 2 2.38 22.2 4 4.76% 6 7.14 23 1 1.19% 7 8.33 24 7 8.33% 14 16.67 25 8 9.52% 22 26.19 36.90 38.10 26.1 9 10.71% 31 27.2 1 1.19% 32 28.9 7 8.33% 39 46.43 57.14 64.29 72.62 85.71 92.86 30 10.71% 48 31.5 7.14% 54 33.3 7 8.33% 61 35.2 11 13.10% 72 37.5 7.14% 78 95.24 100.00 40 2 2.38% 80 42.8 4.76% 84 TОTAL 84 100.00%
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