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Agenda 11-14-23; 7-b - US 70 Multimodal Corridor Plan
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Agenda 11-14-23; 7-b - US 70 Multimodal Corridor Plan
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11/9/2023 12:04:52 PM
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BOCC
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11/14/2023
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Business
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Agenda
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7-b
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35 <br /> lib <br /> agricultural,and service work.Such variations map onto the corridor consistent with the observed changes in traffic <br /> volumes. <br /> During 2022,traffic nearly returned to pre-pandemic levels in Segment A and increased compared to pre-pandemic <br /> volumes in Segments B and C,between Efland and NC 86 in Hillsborough.Traffic volumes in Segment D,from NC 86 in <br /> Hillsborough to Palmers Grove Church Road,increased again in 2022 but remained about 6%lower than pre-pandemic <br /> volumes.Traffic volumes in Segment E continued to decrease with a 2%drop in volume from 2021 that amounted to a <br /> 15%drop in volume since 2019. <br /> Table 3: StreetLight Estimated AADTs <br /> Segment 2019 2021 2022 <br /> A 8,100 7,500 7,800 <br /> B 3,700 3,600 3,800 <br /> C 8,100 7,900 8,500 <br /> D 11,500 10,400 10,800 <br /> E 11,400 9,900 9,700 <br /> F 6,200 5,800 5,900 <br /> Time-of Day Traffic Characteristics (Peaking) <br /> StreetLight data analysis also yielded valuable information about the hourly distribution of traffic(peaking <br /> characteristics). Figure 7 and Figure 8 depict the variations in total(two-way)traffic volumes throughout the day along <br /> each segment of the corridor, and Figures 9-14 depict the variations for each segment. <br /> The study area generally has higher volumes during the PM peak than the AM peak.US 70 exhibits a sharp drop in traffic <br /> after the AM peak with a slight midday increase attributable to lunch trips while increasing until the PM peak.The <br /> section between Woodlawn Road and Mebane has an unusual peak at 3:00 pm followed by a sharp drop at 4:00 pm before <br /> returning peak conditions at 5:00 pm(the"M" shape between 3:00 and 6:00 pm),which is attributable to the nearby <br /> elementary school.Segment A,located between Woodlawn Road and Buckhorn Road,has a steeper increase approaching <br /> the PM peak than the other segments due to the unusual traffic pattern east of Woodlawn Road. <br /> 33 US 70 Multimodal Corridor Study Existing Conditions Report <br />
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