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<br />controlled by a STOP or YIELD sign is the principal reason to consider installing a traffic <br />control signal. The study intersection of N. Bendix Drive & Westmoor Street is located <br />outside of the 140-foot distance to the nearest at grade crossing described in the <br />IMUTCD. Therefore, Warrant 9: intersection near a grade crossing is not applicable. <br /> <br />Results and Conclusions <br />Table 1 summarizes the result of the nine (9) signal warrants evaluated for the <br />intersection of W Washington Street & Williams Street, following the IMUTCD procedure. <br /> <br /> <br />Warrant Description Warranting <br />Condition <br />1A 8-hour Vehicular Volume, Condition A NOT MET <br />1B 8-hour Vehicular Volume, Condition B NOT MET <br />2 4-hour Vehicular Volume NOT MET <br />3 Peak Hour NOT MET <br />4 Pedestrian Volume NOT MET <br />5 School Crossing Not applicable <br />6 Coordinated Signal System Not applicable <br />7 Crash Experience Not applicable <br />8 Roadway Network Not applicable <br />9 Intersection Near a Grade Crossing Not applicable <br /> <br />The signal warrants analysis performed indicated conditions at the subject intersection <br />did not meet any of the individual warranting conditions evaluated to consider installation <br />of a traffic signal. Therefore, the intersection of W Washington Street & William Street <br />is not warranted for signalization. <br /> <br /> <br /> <br /> <br />