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These pods were also used to estimate how m uch additional traffic future development could generate. Each <br />year, ITE publishes trip generations for individual land uses. Based on current analysis, if all pods were <br />developed over time and based on the designated land uses and current zoning, the planning area could <br />experience an additional 172,829 vehicular trips per day on the roads. Below is a summary of daily, morning, <br />and evening peak hour trip generations for the planning area (TABLE 2 & FIGURE 12). <br />Pod Daily <br />1 7,440 <br />2 2,781 <br />3 21,917 <br />4 40,416 <br />5 0 <br />6 1,998 <br />7 36,955 <br />8 5,088 <br />9 17,736 <br />10 4,336 <br />11 4,516 <br />12 392 <br />13 925 <br />14 4,896 <br />15 1,010 <br />16 772 <br />17 16,228 <br />18 5,422 <br />Table 3: POD Daily Trips <br />3. Intersection Analysis <br />Various intersections in the planning area were analyzed for potential improvements. This investigation is based <br />on the Annual Average Daily Traffic (AADT) being projected from 2014-2025 using historic trends. NCDOT <br />monitors the AADT data and the 2017 Transportation Study estimates a 3% annual increase over the past 15 <br />years. This data is collected from traffic count stations located throughout the planning area and helps in <br />determining each road’s Level of Service (LOS). ITE defines the various LOS as described below: <br />• LOS A: Free flow with individual users unaffected by others in the traffic stream. <br />• LOS B: Stable flow with freedom to select speed with some influence by others. <br />• LOS C: Restricted flow remaining stable with significant interaction with others. <br />• LOS D: High-density flow with speed and maneuverability restricted but steady traffic stream. <br />• LOS E: Unstable flow with poor comfort and convenience level. <br />• LOS F: Forced flow characterized by stop-and-go waves and increased accident exposure. <br /> <br />0 <br />500 <br />1000 <br />1500 <br />2000 <br />2500 <br />3000 <br />3500 <br />4000 <br />4500 <br />1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 <br />AM Peak <br />PM Peak <br />POD Number <br />Tr <br />i <br />p <br />s <br /> <br />Figure 12: POD Trip Generation <br /> 36