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11 <br /> Key Products o s iii hwa <br /> g v <br /> (continued) <br /> Main Table <br /> Segment 20 Existing System 20 Proposed System <br /> 0 <br /> Existing 2040 a <br /> Dist. Capacity 2015 Volume 2040 Cross- CTP Z °E <br /> Facility From To (mi) J ROW Width (vpd) Volume E+C VIC Section Class a` n <br /> INC.751 Renaissance Pkwy Stagecoach Rd DurCity, Dur 0.9 2 60-90 19-24 12,700 12,000 18,777 1.5 NI 4D Blvd None <br /> NC:751 1-40 1 Renaissance Pkwy DurCity 1 0.2 1 2 60 24 12,700 1 26,618 1 41,544 3.3 Ex ADQ Maj UAD <br /> INC.751 I-40 ISouthpoint AutoparkBlvd DurCity 0.2 4 60 24 36,600 15,000 30,622 0.8 Ex ADQ Blvd None <br /> INC.751 ISouthpoint Autopark Blvd I NC:54 DurCity 0.8 2 60 24 12,700 2.4 NI 40 Blvd None <br /> • 2040 volume and volume/capacity Z' <br /> (i.e., congestion level) <br /> • Projected future cross-section. Abides by <br /> Complete Streets. Remember: <br /> environmental process determines ultimate <br /> Other cross-section design. <br /> • Problem statements - Eight Full and thirty-one minimum <br /> statements ; explains why improvements are needed <br /> • Unaddressed needs - explains why roadway that is over <br /> capacity does not have improvements designated <br /> Very T <br />