Checking OMTUCD Section 4C.05 states that warrant #4 thresholds may be reduced to 70% for an existing traffic signal. The results of the signal warrant #4 analyses using 70% criteria are shown in Figure 17D and Figure 17E. The thresholds for warrant #4 are not met. Warrant #4 would not be expected to meet If the 11% COVID adjustment factor was applied. Warrant #4 is NOT satisfied based on OMUTCD Section 4C.05.

FIGURE 17D: SHAFOR BLVD AT PATTERSON ROAD WARRANT #4 (PED. 4 HOUR VOLUME AT 70%)

Figure 4C-6. Warrant 4, Pedestrian Four Hour Volume (70% Factor) chart

FIGURE 17E: SHAFOR BLVD AT PATTERSON ROAD WARRANT #4 (PK HR AT 70%)

Figure 4C-8. Warrant 4, Pedestrian Peak Hour (70% Factor) chart

The existing traffic signal at the Shafor Boulevard & Patterson Road intersection is not warranted as it does not meet volume based warrants and the available headway provides enough gaps for pedestrian crossings over Patterson Road during peak hours.