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8 Regional Impact Safety = 25% • Measurement of the number, severity, and density of crashes along the roadway and calculate future safety benefits. Freight = 10% • Measurement of existing truck volume and whether or not the roadway is part of a future interstate highway. Lane Width = 10% • Measurement of lane width deficiencies compared to the NCDOT standard for each roadway facility type. Pavement Condition = 10% • Measurement of overall pavement condition using the NCDOT’s pavement condition rating (PCR). Paved Shoulder Width = 10% • Measurement of paved shoulder width deficiencies compared to the NCDOT standard for each roadway facility type Congestion = 5% • Measurement of the traffic volume on the roadway compared to the existing capacity of the roadway, weighted by the traffic volume along the roadway. Total = 70% (Division Engineer and Local Input Points account for remaining 30%) 15% 15% Division Needs Safety = 20% • Measurement of the number, severity, and frequency of crashes along the roadway. Pavement Condition = 10% • Measurement of overall pavement condition using the NCDOT’s pavement condition rating (PCR). Paved Shoulder Width = 10% • Measurement of paved shoulder width deficiencies compared to the NCDOT standard for each roadway facility type. Freight = 5% • Measurement of truck volume and truck percentage of total traffic on the roadway, and the degree the project is helping to complete a future interstate corridor (if applicable). Lane Width = 5% • Measurement of lane width deficiencies compared to the NCDOT standard for each roadway facility type. Total = 50% (Division Engineer and Local Input Points account for remaining 50%) 25% 25%