Question $4.(1$ point$)$

Using the given information regarding the intersection of A Street $($Major$)$ and $\backslash ($ B $\backslash )$ Street $($Minor$),$ determine if a signal is warranted for the intersection by investigating all eight $(8)$ traffic signal warrants.

$-$ See the attached table for the approach volumes by hour.

$-$ See the attached volume diagram for the peak hour volumes.

$-$ See the attached collision diagram for the intersection.

$-$ The speed limit for the major roadway is $50$ mph and $45$ mph for the minor roadway.

$-$ The A Street consists of two lanes traveling in each direction with a center left$-$turn lane, for a total of five lanes. The B Street consists of one lane traveling in each direction with a center left$-$turn lane, for a total of three lanes.

$-$ The total stopped time delay for the minor road is equal to $3\mathrm{.}5$ vehicle hours for one lane.

$-$ The nearest signalized intersection is $1\mathrm{.}5$ miles to the east and $5$ miles to the west.

$-$ There are fewer than $25$ pedestrians crossing either roadway during any hour of the day.

$-$ The nearest school is $10$ miles south of the Major Roadway along the Minor Roadway.

$-$ The nearest railroad grade crossing is $2$ miles away. Roadway Volumes by Hour:

$\backslash$begin$\{$tabular$\}\{|$c$|$c$|$c$|\}$

$\backslash$hline Hour of the Day & Major Road Approach Volume $($Both Approaches $-$ vph$)$ & $\backslash$begin$\{$tabular$\}\{$l$\}$

Minor Road Approach Volume $\backslash \backslash$

$($Highest Approach Volume $-$ vph$)$

$\backslash$end$\{$tabular$\}\backslash \backslash$

$\backslash$hline $00$:$01-01$:$00$ & $150$ & $20\backslash \backslash$

$\backslash$hline $01$:$01-02$:$00$ & $100$ & $15\backslash \backslash$

$\backslash$hline $02$:$01-03$:$00$ & $105$ & $15\backslash \backslash$

$\backslash$hline $03$:$01-04$:$00$ & $90$ & $10\backslash \backslash$

$\backslash$hline $04$:$01-05$:$00$ & $250$ & $65\backslash \backslash$

$\backslash$hline $05$:$01-06$:$00$ & $390$ & $100\backslash \backslash$

$\backslash$hline $06$:$01-07$:$00$ & $419$ & $200\backslash \backslash$

$\backslash$hline $07$:$01-08$:$00$ & $425$ & $205\backslash \backslash$

$\backslash$hline $08$:$01-09$:$00$ & $420$ & $210\backslash \backslash$

$\backslash$hline $09$:$01-10$:$00$ & $465$ & $215\backslash \backslash$

$\backslash$hline $10$:$01-11$:$00$ & $550$ & $210\backslash \backslash$

$\backslash$hline $11$:$01-12$:$00$ & $680$ & $110\backslash \backslash$

$\backslash$hline $12$:$01-13$:$00$ & $720$ & $105\backslash \backslash$

$\backslash$hline $13$:$01-14$:$00$ & $500$ & $93\backslash \backslash$

$\backslash$hline $14$:$01-15$:$00$ & $520$ & $89\backslash \backslash$

$\backslash$hline $15$:$01-16$:$00$ & $620$ & $115\backslash \backslash$

$\backslash$hline $16$:$01-17$:$00$ & $740$ & $120\backslash \backslash$

$\backslash$hline $17$:$01-18$:$00$ & $625$ & $130\backslash \backslash$

$\backslash$hline $18$:$01-19$:$00$ & $418$ & $150\backslash \backslash$

$\backslash$hline $19$:$01-20$:$00$ & $390$ & $110\backslash \backslash$

$\backslash$hline $20$:$01-21$:$00$ & $280$ & $50\backslash \backslash$

$\backslash$hline $21$:$01-22$:$00$ & $275$ & $40\backslash \backslash$

$\backslash$hline $22$:$01-23$:$00$ & $200$ & $25\backslash \backslash$

$\backslash$hline $23$:$01-24$:$00$ & $150$ & $20\backslash \backslash$

$\backslash$hline

$\backslash$end$\{$tabular$\}$ Figure $1.$ Existing Peak Hour $(4$:$00-5$:$00$ PM$)$ Traffic Volumes for the Intersection of A Street and B Street