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66 <br /> lib <br /> ➢ Efland-Cedar Grove Road SB lane(AM peak only) <br /> ➢ NC 86(N.Churton Street)SB through/right-turn lane(AM peak hour)-may block turn lane access. <br /> ➢ NC 86(N.Churton Street)SB left-turn lane(AM peak only)—may exceed available storage. <br /> ➢ NC 86(N.Churton Street)NB through lanes(Both peak hours) <br /> ➢ US 70 WB through lane at NC 86(Both peak hours)—Significant queueing observed back to Orange High School <br /> Road which is more severe than reflected in Synchro analysis.Through lane queueing may block access to turn <br /> lanes that is compounding problems at the Orange High School Road intersection. <br /> ➢ US 70 WB through lane at Orange High School Road(Both peak hours)—Significant queueing also observed <br /> during both peak hours.Right-turning vehicles may be stuck queueing in through lane impacting drop-off/pick- <br /> up at the middle school and high school.School-bound vehicles were also observed cutting through a church <br /> parking lot. <br /> ➢ US 70 WB through lane at St. Mary's Road(PM peak only)-may block turn lane access and increase potential for <br /> rear-end crashes around curve. <br /> ➢ US 70 EB through/right-turn lane at St.Mary's Road(AM peak only)—may block turn lane access and increase <br /> potential for rear-end crashes around curve. <br /> ➢ Lawrence Road NB and SB lanes (Both peak hours) <br /> ➢ US 70 WB through/right-turn lane at Lawrence Road(PM peak only)-may block turn lane access. <br /> ➢ US 70 EB through/right-turn lane at Lawrence Road(AM peak only)-may block turn lane access. <br /> ➢ US 70 WB through turn lane at Lawrence Road(PM peak only)—may block turn lane access. <br /> ➢ Mt. Hermon Church Road/Pleasant Green Road NB and SB approaches(Both peak hours) <br /> ➢ US 70 EB through lane at Mt.Hermon Church Road/Pleasant Green Road(AM peak only)—may block turn lane <br /> access and increase potential for rear-end crashes around curve. <br /> ➢ NC 751 NB left-turn lane(PM peak only) may exceed available storage. <br /> 64 US 70 Multimodal Corridor Study Existing Conditions Report <br />