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IW501 <br /> LIST OF FIGURES <br /> Figure1 - Study Area....................................................................................................3 <br /> Figure 2 - Existing Conditions: Intersection Lane Geometrics and Control..................................6 <br /> Figure 3A - Existing Peak Hour Volumes.......................................................................... 10 <br /> Figure 3B - Existing Sunday Peak Hour Volumes................................................................ 11 <br /> Figure 4A- Directional Distribution (Existing Conditions)..................................................... 14 <br /> Figure 4B - Directional Distribution (Cumulative Conditions) ................................................. 15 <br /> Figure 5A - Existing Plus Project Peak Hour Volumes.......................................................... 17 <br /> Figure 5B - Existing Plus Project Sunday Peak Hour Volumes................................................ 18 <br /> Figure 5C - "Project Only" Peak Hour Volumes ................................................................ 19 <br /> Figure 6A - Cumulative Peak Hour Volumes ..................................................................... 23 <br /> _ Figure 6B - Cumulative Sunday Peak Hour Volumes............................................................ 24 <br /> Figure 7A - Cumulative Plus Project Peak Hour Volumes...................................................... 25 <br /> Figure 7B - Cumulative Plus Project Sunday Peak Hour Volumes............................................ 26 <br /> _ Figure 7C - Cumulative Conditions: Project Only Sunday Peak Hour Volumes........................... 27 <br /> Figure 8 - Cumulative Conditions: Intersection Lane Geometrics and Control ............................. 28 <br /> LIST OF TABLES <br /> Table 1 - Level of Service Criteria For Signalized, Unsignalized And All-Way Stop Controlled <br /> Intersections..........................................................................................................7 <br /> Table 2 - Existing Conditions Intersection Levels of Service.....................................................8 <br /> Table 3 -Trip Generation Rates........................................................................................9 <br /> Table 4 - Trip Generation Volumes ...................................................................................9 <br /> Table 5 - Existing Plus Project Conditions Intersection Levels of Service................................... 13 <br /> Table 6 - Cumulative Conditions Intersection Levels of Service............................................... 20 <br /> Table 7 - Cumulative Plus Project Conditions Intersection Levels of Service............................... 21 <br /> Trinity Baptist Church Project Page ii <br /> Traffic Study <br />