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SPACK Appendix C - Signal Warrant Analyses <br />Traffic Signal Warrant Analysis <br />ACADEMY <br />Warrants 1- 3 (Volume Warrants) <br />Line Ave Operations in Elk River <br />359-16-01 <br />Alternative A <br />Major Street (E/W Road) <br />ral�x <br />181st Ave <br />p <br />Minor Street (N/S Road) <br />Twin Lakes Rd <br />Analyzed with <br />2 or more approach lanes <br />Analyzed with <br />2 or more approach lanes <br />Total Approach Volume <br />13426.08 vehicles <br />Total Approach Volume <br />7330.56 vehicles <br />Total Ped/Bike Volume <br />0 crossings <br />Total Ped/Bike Volume <br />0 crossings <br />Right turn reduction of <br />50 percent applied <br />Right turn reduction of <br />50 percent applied <br />No high speed or isolated community reduction applied to the Volume Warrant thresholds. <br />anouia oe appuea only arier an aaequaie mai or omer aiternanves mat couia cause less aeiay ana inconvenience to <br />traffic has failed to solve the traffic problems. <br />Condition Satisfied? <br />Required values reached for 4 hours <br />Criteria See Figure Below <br />-._ <br />Condition A <br />Condition B <br />Condition Satisfied? Not Examined <br />Condition Satisfied?Not <br />Required values reached for <br />Condition A <br />Satisfied <br />6 hours <br />Condition B <br />Not Satisf led <br />4 hours <br />Condition A+B* <br />NotSatisfied <br />9 (Cond. A) & 6 (Cond. B) <br />Criteria - Major Street (veh/hr) <br />600 <br />900 <br />480 (Cond. A) & 720 (Cond. B) <br />Criteria - Minor Street (veh/hr) <br />200 <br />100 <br />160 (Cond. A) & 80 (Cond. B) <br />anouia oe appuea only arier an aaequaie mai or omer aiternanves mat couia cause less aeiay ana inconvenience to <br />traffic has failed to solve the traffic problems. <br />Condition Satisfied? <br />Required values reached for 4 hours <br />Criteria See Figure Below <br />-._ <br />Condition A <br />Condition B <br />Condition Satisfied? Not Examined <br />Required values reached for <br />2 hours <br />Criteria - Total Approach Volume (veh in one hour) <br />See Figure Below <br />Criteria - Minor Street High Side Volume (veh in one hour) <br />Criteria - Minor Street High Side Delay (veh-hrs) <br />I igure 4C-1 (Warrant 2) & Figure 4C-3 (Warrant 3) <br />T <br />900 <br />800 <br />700 <br />600 <br />500 <br />400 <br />300 <br />200 <br />100 <br />-*-Warrant2 Threshold —Ar -Warrant 3 Threshold • Intersection Volumes <br />• <br />• <br />•• <br />• • <br />'Die <br />i • <br />0 <br />0 500 1000 1500 2000 <br />Major Street Volume (Both Approaches) <br />Spack Academy is part of the Spack Enterprise family of companies <br />S M!"n SPACK COUN-irNa li <br />C�"5.��m TAAlf7[ DATA INC._.traffic ACADEMY <br />Traffic Impact Study C 3 Line Avenue Operations <br />2500 <br />