Orange County NC Website
84 <br /> Type of peak hour being reported:Intersection Peak Method for determining peak hour:Total Entering Volume <br /> LOCATION: NC 86/Elizabeth Brady Rd-- US 70A QC JOB#: 16001206 <br /> CITY/STATE: Hillsborough, NC DATE:Wed, Nov 2 2022 <br /> 75 34 Peak-Hour:4:25 PM--5:25 PM 6.7 11.8 <br /> + * Peak 15-Min:5:05 PM--5:20 PM + <br /> 17 38 20L I L <br /> 1, 2.6 15 <br /> .0 + L. .1 + 4 <br /> 439 w 9 d ! 8 * 353 2.7 � 0 J t 25 � 2.8 <br /> 162+ 10%] « 150 1.9+ �� 1.3 <br /> 401 230 1 r 195 r 390 1.7+ 1.7 1 r 3.1 + 23 <br /> 1.4 <br /> 42 17 208� `y. 1�h} 43. 1.8 <br /> , F <br /> 463 497 uAlty Counts 2.4 2.8 <br /> VATA THAT DRMS COhihi{JNME5 <br /> 0 0 0 <br /> -1 L <br /> 0 i 0 <br /> 0 � !� 10 0 r , r 0 <br /> n 0 i 0 <br /> w * r <br /> 0 1 0 <br /> ✓ +A L ✓ +A <br /> N/A�+ • N/A N/A+ <4> <br /> N/A <br /> r r r <br /> + N/A * � � ^ N/A r <br /> 5-Min Count NC 86/Elizabeth Brady Rd NC 86/Elizabeth Brady Rd US 70A US 70A <br /> Period (Northbound) (Southbound) (Eastbound) (Westbound) Total Hourly <br /> Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Totals <br /> 4:00 PM 23 1 12 0 0 1 2 0 2 19 16 0 21 12 0 0 109 <br /> 4:05 PM 25 1 15 0 1 3 0 0 0 13 27 0 16 14 1 0 116 <br /> 4:10PM 19 1 14 0 1 2 2 0 3 7 21 0 17 19 1 0 107 <br /> 4:15 PM 20 2 13 0 1 4 0 0 0 15 21 0 15 11 0 0 102 <br /> 4:20 PM 24 3 14 0 1 1 0 0 1 15 18 0 18 14 1 0 110 <br /> 4:25 PM 24 0 14 0 0 3 0 0 1 16 18 0 18 12 0 0 106 <br /> 4:30 PM 22 6 22 0 2 3 2 0 0 10 16 0 16 11 1 0 111 <br /> 4:35 PM 29 3 16 0 1 4 5 0 1 16 17 0 14 15 1 0 122 <br /> 4:40 PM 22 2 10 0 5 7 3 0 2 13 14 0 23 7 1 0 109 <br /> 4:45 PM 25 1 15 0 2 0 1 0 0 6 15 0 8 12 0 0 85 <br /> 4:50 PM 17 0 17 0 2 0 1 0 1 20 28 0 15 3 0 0 104 <br /> 4:55 PM 22 1 21 0 1 5 2 0 1 10 23 0 9 18 2 0 115 1296 <br /> 5:00 PM 22 2 12 0 0 1 0 0 1 11 12 0 24 22 0 0 107 1294 <br /> 5:05 PM 28 0 14 0 3 8 0 0 0 13 25 0 15 13 1 0 120 1298 <br /> 5:10 PM 16 0 15 0 1 3 2 0 0 14 24 0 22 14 0 0 111 1302 <br /> 5:15PM 19 1 24 0 3 3 1 0 0 19 18 0 19 10 2 0 119 1319 <br /> 5:20 PM 26 1 28 0 0 1 0 0 2 14 20 0 12 13 0 0 117 1326 <br /> 5:25 PM 13 1 12 0 0 4 0 0 0 18 9 0 19 11 0 0 87 1307 <br /> 5:30 PM 14 0 20 0 0 2 2 0 0 9 17 0 18 16 0 0 98 1294 <br /> 5:35 PM 11 1 11 0 0 1 1 0 0 13 18 0 25 23 0 0 104 1276 <br /> 5:40 PM 17 0 19 0 0 1 1 0 0 11 18 0 16 9 1 0 93 1260 <br /> 5:45 PM 25 2 20 0 1 2 1 0 0 10 14 0 7 9 0 0 91 1266 <br /> 5:SO PM 24 0 19 0 0 3 0 0 1 8 17 0 7 13 1 0 93 1255 <br /> 5:55 PM 22 1 18 0 1 0 0 0 0 0 12 11 0 7 13 0 0 84 1 1224 <br /> Peak 15-Min Northbound Southbound Eastbound Westbound Total <br /> Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U <br /> All Vehicles 252 4 212 0 28 56 12 0 0 184 268 0 224 148 12 0 1400 <br /> Heavy Trucks 0 4 0 0 0 4 0 0 0 0 0 4 12 <br /> Buses <br /> Pedestrians 0 0 0 0 0 <br /> Bicycles 0 4 0 0 0 0 0 0 0 0 0 0 4 <br /> Scooters <br /> Comments: <br /> Report generated on 11/9/2022 8:33 AM SOURCE:Quality Counts,LLC(http://www.qualitycounts.net)1-877-580-2212 <br /> Page 1 of 1 <br />