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HomeMy WebLinkAboutLb 2015 access deviation approval traffic dataPage 1/2 ITE Land Independent Total Use Code Land Use Description Variable Units Enter Exit Total Enter Exit Total Enter Exit Total 7102 General Office Building 1000 Square Feet Gross Floor Area 43.50 239 240 479 59 8 67 11 54 65 8143 Specialty Retail Center 1000 Square Feet Gross Leasable Area 13.40 297 297 594 44 48 92 38 29 67 57 536 537 1,073 103 56 159 49 83 132 9124 Lot 1A - Drive-in Bank with 2nd Floor Office 1000 Square Feet Gross Floor Area 8.80 652 652 1,304 21 10 31 22 27 49 3101 Future Lot 1B Hotel Use Rooms 103 421 421 842 35 23 58 32 29 61 1,073 1,073 2,146 56 33 89 54 56 110 537 536 1,073 (47)(23)(70)5 (27)(22) 1Land Use: 310 - Hotel Average Vehicle Trip Ends On a: Weekday Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. 2Land Use: 710 - General Office Building Average Vehicle Trip Ends On a: Weekday Average Vehicle Trip Ends On a: Weekday, A.M. Peak Hour Average Vehicle Trip Ends On a: Weekday, P.M. Peak Hour 3Land Use: 814 - Specialty Retail Center Average Vehicle Trip Ends On a: Weekday Average Vehicle Trip Ends On a: Weekday, A.M. Peak Hour of Generator Average Vehicle Trip Ends On a: Weekday, P.M. Peak Hour of Generator Traffic Impact Analysis: Saccoccia Subdivision PUD - October 2006 Analyses (Updated Based on ITE Trip Generation, 8th Edition) Estimated Total Trips - October 2006 TIA Currently Proposed Land Uses - 2015 (Based on ITE Trip Generation, 8th Edition) Estimated Total Trips - Currently Proposed Uses Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: Average PM Peak Hour Trips Estimated Net Change in Total Estimated Trips Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 8.17(X)50% Entering 50% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units T = 11.01(X)50% Entering 50% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units LOT 1 - SACCOCCIA SUBDIVISION | TRIP GENERATION COMPARISON Average Weekday Trips Average AM Peak Hour Trips Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.59(X)53% Entering 47% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.56(X)61% Entering 39% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 1.49(X)17% Entering 83% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 1.55(X)88% Entering 12% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 6.84(X)48% Entering 52% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 44.32(X)50% Entering 50% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 5.02(X)56% Entering 44% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units C:\Users\mhickman\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\5IWMWE00\ITE-Trip-Generation_2015-vs-2006_Proposed-Development (002).xlsx Printed On: 1/11/2016 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Page 2/2 4Land Use: 912 - Drive-in Bank with 2nd Floor Office Average Vehicle Trip Ends On a: Weekday Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Source: ITE Trip Generation, 8th Edition, Institute of Transportation Engineers, 2008 Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T =148.15(X)50% Entering 50% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 5.57(X)44% Entering 56% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 3.55(X)69% Entering 31% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units C:\Users\mhickman\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\5IWMWE00\ITE-Trip-Generation_2015-vs-2006_Proposed-Development (002).xlsx Printed On: 1/11/2016 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)