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County Rd E at Old Snelling Avenue Page 5 <br />Ramsey <br />Mallori <br />Major <br />Approach <br />Road <br />Minor <br />Approach <br />Road <br />Part of street or highway system that serves as the principal roadway network for through traffic flow No No <br />Rural or suburban highway outside, entering, or traversing a city No No <br />Appears as a major route on an official plan No No <br />Yes <br />Does the intersection have 5-Year projected traffic volumes that meet Warrants 1, 2, or 3?No <br />No <br />Warrant 8 met?No <br />No <br />Is the center of the railroad track less than 140 feet from the stop line or yield line?N/A <br />Clear storage distance (closest to)N/A <br />Approach crossing grade N/A <br />Rail traffic per day 0 <br />Percent of high-occupancy buses on minor-street approach 0% <br />Percent of tractor-trailer trucks on minor-street approach 0% <br /> Met (Hr)Required <br />(Hr) <br />0 1 <br />Warrant 9 met?No <br />Warrant 9 <br />Does the intersection have a total existing or immediately projected entering volume of at least 1,000 vehicles per <br />WARRANT 8 - ROADWAY NETWORK <br />Does the intersection have a total existing or immediately projected entering volume of at least 1,000 vehicles per <br />LOCATION: <br />COUNTY: <br />REF. POINT: <br />DATE:7/9/2018 <br />OPERATOR: <br />WARRANT 9 - INTERSECTION NEAR GRADE CROSSING <br />Is the principal reason for installation of a signal the proximity of the intersection to a grade crossing controlled by <br />a stop or yield control? <br />0 <br />100 <br />200 <br />300 <br />400 <br />500 <br />600 <br />700 <br />800 <br />0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800Minor Street Adjusted Volume (vph)Major Street Combined Volume (vph) <br />Figure 4: Grade Crossing Warrant Analysis <br />Adjusted Approach Volume Grade Crossing Warrant Threshold