Answer :- The time delay is measured for a city Street. Variability in this value is estimated as (σ = 0.3) (for time in minute) by experience. Traffic signs and lights were recently altered to facilitated traffic and reduce delays.
Given that :-
• σ = 0.3
• α = 0.1
• To find the sample mean (X̄1) :-
=> X̄1 = ∑X1 /n
= (7.5 + 7.1 + 7.1 + 7.1 + 7.5 + 7.4 + 6.9 + 6.4 + 7.2 + 7.2 + 7.6 + 7.1) /12
= 86.1 /12
= 7.175
[ X̄1 = 7.175 ]
• To find the sample mean (X̄2) :-
=> X̄2 = ∑X2 /n
= (6.5 + 6.6 + 6.3 + 6.2 + 6.8 + 6.2 + 6.0 + 5.7 + 6.2 + 5.8 + 7.4 + 6.7) /12
= 76.4 /12
= 6.367
[ X̄2 = 6.367 ]
a)
1) The parameter of interest is the difference in the mean time delay before and after the rearrangement :-
=> μ1 - μ2
= 7.175 - 6.367
= 0.808
[ μ1 - μ2 = 0.808 ]
2) Null Hypothesis, Ho : μ1 - μ2 = 1
3) Alternative Hypothesis, H1 : μ1 - μ2 < 1
• The test statistic is calculated as follows :-
=> Zo = [(X̄1 - X̄2) - (μ1 - μ2)] /σ √(1/n1) + (1/n2)
= [(7.175 - 6.367) - 1] /0.3 √(1/12) + (1/12)
= (0.808 - 1) /0.3 √(0.0833 + 0.0833)
= -0.192 /0.3 √0.1666
= -0.192 /0.3(0.4082)
= -0.192 /0.1225
= -1.5673
[ Zo = -1.567 ]
• P-value is calculated as follows :-
=> P-value = P(Z < Zo)
= P(Z < -1.567)
(from Z table)
= 0.059
[ P-value = 0.059 ]
b) 90℅ confidence interval (C.I.) for the difference in the mean time delay is calculated as follows :-
=> 90℅ Confidence Interval (C.I.)
• α = 0.1
• (α/2) = 0.05
• Z(α/2) :-
=> [ Z(α/2) = 1.645 ]
• Now, the 90℅ confidence interval for the difference in the mean time delay is :-
=> (X̄1 - X̄2) ± [Z(α/2) σ √(1/n1) + (1/n2)]
=> (7.175 - 6.367) ± [1.645 (0.3) √(1/12) + (1/12)]
=> 0.808 ± [1.645 (0.3) √(0.0833 + 0.0833)]
=> 0.808 ± [1.645 (0.3) √0.1666 ]
=> 0.808 ± [ 1.645 × 0.3 × 0.4082 ]
=> 0.808 ± 0.2014
=> 0.6066, 1.022
The time delay is measured for a city street. Variability in this value is estimated as...
The time delay is measured for a city street. Variability in this value is estimated as o = 0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.5 7.1 7.1 7.1 7.7 7.2 6.6 6.6 7.4 7.2 7.7 7.1 After 6.5 6.6 6.3 6.1 6.9 5.8 5.8 5.7 6.4 6.0 7.5...
The time delay is measured for a city street. Variability in this value is estimated as o = 0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.3 7.0 7.1 7.3 7.5 7.0 6.6 6.7 7.4 7.2 7.5 7.1 After 6.2 6.5 6.2 6.2 6.9 5.8 5.6 6.0 6.3 6.0 7.3...
The time delay is measured for a city street. Variability in this value is estimated as σ=0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Reserve Problems Chapter 10 Section 1 Problem 3 The time delay is measured for a city street. Variability in this value is estimated as a = 0.3...
The time delay is measured for a city street. Variability in this value is estimated the rearrangement are shown below. so0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after Berore 7.27:1 777.37.1 6.9 6.8 7.2 7.2 7.47.1 Assume that the time delay variability is unaffected by the traffic signs change. If the difference in the time delay...
Reserve Problems Chapter 10 Section 1 Problem 3 The time delay is measured for a city street. Variability in this value is estimated as o = 0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.4 7.1 7.1 7.4 7.4 7.0 6.9 6.5 7.3 7.2 7.4 7.2 After 6.3 6.7 6.2...
Reserve Problems Chapter 10 Section 1 Problem 3 The time delay is measured for a city street. Variability in this value is estimated as (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.2 7.1 7.1 7.0 7.4 7.1 6.8 6.5 7.1 7.2 7.5 7.1 After 6.2 6.6 6.2 6.1 6.8 5.8...
Reserve Problems Chapter 10 Section 1 Problem 3 The time delay is measured for a city street. Variability in this value is estimated as o = 0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.5 7.1 7.1 7.2 7.517.2 6.8 6.6 7.1 7.3 7.4 7.2 After 6.5 6.7 6.4 6.2...
Reserve Problems Chapter 10 Section 1 Problem 3 The time delay is measured for a city street. Variability in this value is estimated as o = 0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.3 7.0 7.1 7.4 7.37.26.76.8 7.3 7.3 7.5 7.2 After 6.2 6.6 6.4 6.4 6.7 5.8...
Reserve Problems Chapter 10 Section 1 Problem 3 The time delay is measured for a city street. Variability in this value is estimated as 6 = 0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.2 7.1 7.1 7.3 7.3 7.07 6.4 7.2 7.2 7.5 7.1 After 6.1 6.6 6.4 6.4...
1) 2) The time delay is measured for a city street. Variability in this value is estimated as = 0.3 (for time in minutes) by experience. Traffic signs and lights were recently altered to facilitate traffic and reduce delays. Delay times in minutes for a random car sample before and after the rearrangement are shown below. Before 7.5 7.0 7.1 7.3 7.7 7.0 6.8 6.6 7.0 7.3 7.5 7.2 After 6.5 6.6 5.3 6.4 7.0 5.7 6.0 5.9 5.8 6.1...