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Section 2B.16 All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) All-way stop control may be installed at an intersection where an engineering study indicates: A. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the majorstreet approaches is at least 300 units per hour for each of any 8 hours of a typical day; and Pine St (CR 6) Year of Traffic Volume Data: 2026 Source: 6/11/26 Turning Movement Count Combined Vehicles, Pedestrians, Bicycles Per Hour 7:00 - 8:00 - 11:00 AM - 12:00 - 1:00 2:00 - 3:00 - 4:00 - 5:00 - 8:00 AM 9:00 AM 12:00 PM PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM NB/EB: 146 227 135 132 201 200 210 199 SB/WB: 224 214 206 179 211 221 237 248 Total: 370 441 341 311 412 421 447 447 1 1 1 1 1 1 1 1 # Hrs >300: 8 Warrant D-A has been met. B. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minorstreet approaches is at least 200 units per hour for each of any of the same 8 hours. Girard Ave (VH) Year of Traffic Volume Data: 2026 Source: 6/11/26 Turning Movement Count Combined Vehicles, Pedestrians, Bicycles Per Hour 7:00 - 8:00 - 11:00 AM - 12:00 - 1:00 2:00 - 3:00 - 4:00 - 5:00 - 8:00 AM 9:00 AM 12:00 PM PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM NB/EB: 41 84 95 130 118 170 151 165 SB/WB: Total: 41 84 95 130 118 170 151 165 # Hrs >200: 0 Warrant D-B has NOT been met. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants may be reduced to 70 percent of the values given in Items A and B in Paragraph 1 of this Section. Year of Traffic Speed Data: 2022 Source: Traffic Data Viewer 85th- Percentile Exceeds (mph) 40 mph? Pine St (CR 6) NB/EB: 34 No SB/WB: 34 No Warrant D-Re-Eval is not applicable. Warrant D-A Re-Evaluated: # Hrs >210: 8 Warrant D-A Re-Eval has been met. Warrant D-B Re-Evaluated: # Hrs >140: 3 Warrant D-B Re-Eval has NOT been met.