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TURNS5 Turning Movement Analysis Tool Main Menu Enter Input Check Input Sheet #1 (Turning Sheet #2 (Project Prepare Output NOTES The input process is fully menu driven - just fill in data at the prompts. Manually changing the data on the InputSheet page will NOT invoke the macros. The input from previous runs will automatically be shown in prompts. TURNS5 ANALYSIS SHEET - INPUT Analyst: Date: 5-Apr-13 Highway: Intersection: From: To: County: Enter Yes or No Is the Mainline Yes Oriented North/South? No K Factors Mainline D Factors Mainline 7.00% 50.0% Northbound (NB) Sidestreet 50.0% Southbound (SB) 7.00% Sidestreet 50.0% Westbound (WB) 50.0% Eastbound (EB) Enter Yes or No Summarized 1/2 of Calculated AADT Do you have FTSUTMS Model Year traffic from which you would like to Yes From West: From East: From North: From South: interpolate/extrapolate for project years? (Y/N) Year EB Approach WB Approach SB Approach NB Approach TOTAL No 0 0 0 0 0 0 If "Yes" go to cell C47 If "No" go to cell C31 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Enter Year and Growth Rates from Base Year: Mainline Growth Function calc method 1 1 1 1 Year Rate (1.0% = 0.01) Linear Base Mainline Side Street Exponential Opening Decaying Mid Side Street Growth Function Design Linear Enter Base Year AADTs for Volume Comparison: Exponential Linear Calcs (growth rates are used to calculate other project years) Decaying Calculated by Extrapolation using Rates From West: From East: From North: From South: From West: From East: From North: From South: EB Approach WB Approach SB Approach NB Approach TOTAL Year EB Approach WB Approach SB Approach NB Approach TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Enter Project and Model Years 0 0 0 0 0 0 Year Base Rates 0.00% 0.00% 0.00% 0.00% Opening Mid Design Model Enter Base and Model Year AADTs for Volume Comparison: Calculated by Interpolation Using Model Output (volumes for other project years are calculated by interpolation) From West: From East: From North: From South: Year EB Approach WB Approach SB Approach NB Approach TOTAL From West: From East: From North: From South: 0 0 0 0 0 0 EB Approach WB Approach SB Approach NB Approach TOTAL 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1st Guess Actual/Counted Turning %'s for Traffic AADT Balancing for Exponential Calcs (EB LT) West-to-North 0 (EB THRU) West-to-East 100% 0 Calculated by Extrapolation using Rates (EB RT) West-to-South 0 From West: From East: From North: From South: Year EB Approach WB Approach SB Approach NB Approach TOTAL (WB LT) East-to-South 0 (must be done manually) 0 0 0 0 0 0 (WB THRU) East-to-West 100% 0 0 0 0 0 0 0 (WB RT) East-to-North 0 0 0 0 0 0 0 0 0 0 0 0 0 (SB LT) North-to-East 0 (SB THRU) North-to-South 100% 0 Rates 0.00% 0.00% 0.00% 0.00% (SB RT) North-to-West 0 (NB LT) South-to-West 0 (NB THRU) South-to-North 100% 0 (NB RT) South-to-East 0 Calculated by Interpolation Using Model Output Desired Closure: 0.01 From West: From East: From North: From South: Year EB Approach WB Approach SB Approach NB Approach TOTAL 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Decaying Exponential (Logarithmic) Calcs Calculated by Extrapolation using Rates From West: From East: From North: From South: Year EB Approach WB Approach SB Approach NB Approach TOTAL 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Linear Rate 0.00% 0.00% 0.00% 0.00% Out Year (y2) 0 0 0 0 In Year (y1) 0 0 0 0 b #DIV/0! #DIV/0! #DIV/0! #DIV/0! Calculated by Interpolation Using Model Output From West: From East: From North: From South: Year EB Approach WB Approach SB Approach NB Approach TOTAL 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! y1=a+b*ln x1 x1= 1 y1= row 110 values y2=a+b*ln x2 x2= 1 y2= row 59 values n = year - 0 b=(y2-y1)/(ln(x2)) y1=a= 0 0 0 0 y2-y1 0 0 0 0 b #DIV/0! #DIV/0! #DIV/0! #DIV/0! TURNFLOW - Intersection Turning Movement Program (c) Mark C. Schaefer, May 1988, Version 1.00 Modified to Version 4.00, 10/95 by Susan C. Newman / Richard Oujevolk - TEI Orlando,FL Adapted to Windows 2000, Windows XP, Microsoft Excel2003 by Mike Phillips and Loren Bloomberg CH2M HILL 5/2005 NOTE TO USERS: PURPOSE: This program computes a likely set of intersection turning movements from intersection approach counts and the user's "best guess" of the turning proportions from each approach. REFERENCE: E. Hauer, E. Pagitsas, and B.T. Shin. "Estimation of Turning Flows from Automatic Counts". Transportation Research Record #795. 1981. Following are the calculations of the algorithm which produce the output summary table. The spreadsheet offers no new theory to that proposed in the technical reference identified above. Users are advised against customizing the spreadsheet since changes may affect the correct functioning of the macros built into the spreadsheet. BASE YEAR CALCULATIONS: 0 ORIGINAL ADJUSTED eb A1 = #DIV/0! 33.59193005 These cells are updated by the wb A2 = #DIV/0! 33.59193005 macro code - do not protect sb A3 = #DIV/0! 9.327466113 this range or enter any data in nb A4 = #DIV/0! 9.327466113 them. COMPUTE Bj 0 wb B1 = 0.000 eb B2 = 0.000 nb B3 = 0.000 sb B4 = 0.000 COMPUTE Anew 0 eb A1 = 0.000 wb A2 = 0.000 sb A3 = 0.000 nb A4 = 0.000 COMPUTE DIFFERENCE A current - A new ADJ. CURRENT ABS(DIFF) > - ANEW = CLOSURE FLAG DIFF ABS(DIFF) (1=TRUE) KEY 33.592 33.592 1 33.592 33.592 1 9.327 9.327 1 9.327 9.327 1 Max of Abs= 33.592 1 1 COMPUTE TURNING MOVEMENTS Proportion 0 of Total West-to-East 0.00 0.0% West-to-North 0.00 0.0% West-to-South 0.00 0.0% 0.00 100.0% East-to-West 0.00 0.0% East-to-North 0.00 0.0% East-to-South 0.00 0.0% 0.00 100.0% North-to-West 0.00 0.0% North-to-East 0.00 0.0% North-to-South 0.00 0.0% 0.00 100.0% South-to-West 0.00 0.0% South-to-East 0.00 0.0% South-to-North 0.00 0.0% 0.00 100.0% VISUAL check for user that total link volumes match after calculations TO CALCULATED ORIGINAL DIFFERENCE Total to West 0 0 0 Total to East 0 0 0 Total to North 0 0 0 Total to South 0 0 0 TOTAL: 0 0 0 OK FROM CALCULATED ORIGINAL DIFFERENCE Total from West 0 0 0 Total from East 0 0 0 Total from North 0 0 0 Total from South 0 0 0 TOTAL: 69500 0 0 OK U-TURN CHECK FROM > TO FROM VOLUME TO VOLUME (1=TRUE) Total from West 0 E,N,S 0 0 Total from East 0 W,N,S 0 0 Total from North 0 W,E,S 0 0 Total from South 0 W,E,N 0 0 0 OK NOTE: Cell E102 must be zero, or the macro generates a "UTURN" error. OPENING YEAR CALCULATIONS: 0 ORIGINAL ADJUSTED eb A1 = #DIV/0! 37.0875875 These cells are updated by the wb A2 = #DIV/0! 37.0875875 macro code - do not protect sb A3 = #DIV/0! 13.81554013 this range or enter any data in nb A4 = #DIV/0! 13.81554013 them. COMPUTE Bj 0 wb B1 = #DIV/0! eb B2 = #DIV/0! nb B3 = #DIV/0! sb B4 = #DIV/0! COMPUTE Anew 0 eb A1 = #DIV/0! wb A2 = #DIV/0! sb A3 = #DIV/0! nb A4 = #DIV/0! COMPUTE DIFFERENCE A current - A new ADJ. CURRENT ABS(DIFF) > - ANEW = CLOSURE FLAG DIFF ABS(DIFF) (1=TRUE) KEY #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Max of Abs= #DIV/0! #DIV/0! #DIV/0! COMPUTE TURNING MOVEMENTS Proportion 0 of Total West-to-East #DIV/0! #DIV/0! West-to-North #DIV/0! #DIV/0! West-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% East-to-West #DIV/0! #DIV/0! East-to-North #DIV/0! #DIV/0! East-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% North-to-West #DIV/0! #DIV/0! North-to-East #DIV/0! #DIV/0! North-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% South-to-West #DIV/0! #DIV/0! South-to-East #DIV/0! #DIV/0! South-to-North #DIV/0! #DIV/0! #DIV/0! 100.0% VISUAL check for user that total link volumes match after calculations TO CALCULATED ORIGINAL DIFFERENCE Total to West #DIV/0! #DIV/0! #DIV/0! Total to East #DIV/0! #DIV/0! #DIV/0! Total to North #DIV/0! #DIV/0! #DIV/0! Total to South #DIV/0! #DIV/0! #DIV/0! TOTAL: #DIV/0! #DIV/0! #DIV/0! #DIV/0! FROM CALCULATED ORIGINAL DIFFERENCE Total from West #DIV/0! #DIV/0! #DIV/0! Total from East #DIV/0! #DIV/0! #DIV/0! Total from North #DIV/0! #DIV/0! #DIV/0! Total from South #DIV/0! #DIV/0! #DIV/0! TOTAL: 69500 #DIV/0! #DIV/0! #DIV/0! U-TURN CHECK FROM > TO FROM VOLUME TO VOLUME (1=TRUE) Total from West #DIV/0! E,N,S #DIV/0! #DIV/0! Total from East #DIV/0! W,N,S #DIV/0! #DIV/0! Total from North #DIV/0! W,E,S #DIV/0! #DIV/0! Total from South #DIV/0! W,E,N #DIV/0! #DIV/0! #DIV/0! #DIV/0! NOTE: Cell E182 must be zero, or the macro generates a "UTURN" error. MID-YEAR CALCULATIONS: 0 ORIGINAL ADJUSTED eb A1 = #DIV/0! 40.28805344 These cells are updated by the wb A2 = #DIV/0! 40.28805344 macro code - do not protect sb A3 = #DIV/0! 17.50403791 this range or enter any data in nb A4 = #DIV/0! 17.50403791 them. COMPUTE Bj 0 wb B1 = #DIV/0! eb B2 = #DIV/0! nb B3 = #DIV/0! sb B4 = #DIV/0! COMPUTE Anew 0 eb A1 = #DIV/0! wb A2 = #DIV/0! sb A3 = #DIV/0! nb A4 = #DIV/0! COMPUTE DIFFERENCE A current - A new ADJ. CURRENT ABS(DIFF) > - ANEW = CLOSURE FLAG DIFF ABS(DIFF) (1=TRUE) KEY #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Max of Abs= #DIV/0! #DIV/0! #DIV/0! COMPUTE TURNING MOVEMENTS Proportion 0 of Total West-to-East #DIV/0! #DIV/0! West-to-North #DIV/0! #DIV/0! West-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% East-to-West #DIV/0! #DIV/0! East-to-North #DIV/0! #DIV/0! East-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% North-to-West #DIV/0! #DIV/0! North-to-East #DIV/0! #DIV/0! North-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% South-to-West #DIV/0! #DIV/0! South-to-East #DIV/0! #DIV/0! South-to-North #DIV/0! #DIV/0! #DIV/0! 100.0% VISUAL check for user that total link volumes match after calculations TO CALCULATED ORIGINAL DIFFERENCE Total to West #DIV/0! #DIV/0! #DIV/0! Total to East #DIV/0! #DIV/0! #DIV/0! Total to North #DIV/0! #DIV/0! #DIV/0! Total to South #DIV/0! #DIV/0! #DIV/0! TOTAL: #DIV/0! #DIV/0! #DIV/0! #DIV/0! FROM CALCULATED ORIGINAL DIFFERENCE Total from West #DIV/0! #DIV/0! #DIV/0! Total from East #DIV/0! #DIV/0! #DIV/0! Total from North #DIV/0! #DIV/0! #DIV/0! Total from South #DIV/0! #DIV/0! #DIV/0! TOTAL: 69500 #DIV/0! #DIV/0! #DIV/0! U-TURN CHECK FROM > TO FROM VOLUME TO VOLUME (1=TRUE) Total from West #DIV/0! E,N,S #DIV/0! #DIV/0! Total from East #DIV/0! W,N,S #DIV/0! #DIV/0! Total from North #DIV/0! W,E,S #DIV/0! #DIV/0! Total from South #DIV/0! W,E,N #DIV/0! #DIV/0! #DIV/0! #DIV/0! NOTE: Cell E262 must be zero, or the macro generates a "UTURN" error. DESIGN YEAR CALCULATIONS: 0 ORIGINAL ADJUSTED eb A1 = #DIV/0! 43.26013385 These cells are updated by the wb A2 = #DIV/0! 43.26013385 macro code - do not protect sb A3 = #DIV/0! 20.68997784 this range or enter any data in nb A4 = #DIV/0! 20.68997784 them. COMPUTE Bj 0 wb B1 = #DIV/0! eb B2 = #DIV/0! nb B3 = #DIV/0! sb B4 = #DIV/0! COMPUTE Anew 0 eb A1 = #DIV/0! wb A2 = #DIV/0! sb A3 = #DIV/0! nb A4 = #DIV/0! COMPUTE DIFFERENCE A current - A new ADJ. CURRENT ABS(DIFF) > - ANEW = CLOSURE FLAG DIFF ABS(DIFF) (1=TRUE) KEY #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Max of Abs= #DIV/0! #DIV/0! #DIV/0! COMPUTE TURNING MOVEMENTS Proportion 0 of Total West-to-East #DIV/0! #DIV/0! West-to-North #DIV/0! #DIV/0! West-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% East-to-West #DIV/0! #DIV/0! East-to-North #DIV/0! #DIV/0! East-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% North-to-West #DIV/0! #DIV/0! North-to-East #DIV/0! #DIV/0! North-to-South #DIV/0! #DIV/0! #DIV/0! 100.0% South-to-West #DIV/0! #DIV/0! South-to-East #DIV/0! #DIV/0! South-to-North #DIV/0! #DIV/0! #DIV/0! 100.0% VISUAL check for user that total link volumes match after calculations TO CALCULATED ORIGINAL DIFFERENCE Total to West #DIV/0! #DIV/0! #DIV/0! Total to East #DIV/0! #DIV/0! #DIV/0! Total to North #DIV/0! #DIV/0! #DIV/0! Total to South #DIV/0! #DIV/0! #DIV/0! TOTAL: #DIV/0! #DIV/0! #DIV/0! #DIV/0! FROM CALCULATED ORIGINAL DIFFERENCE Total from West #DIV/0! #DIV/0! #DIV/0! Total from East #DIV/0! #DIV/0! #DIV/0! Total from North #DIV/0! #DIV/0! #DIV/0! Total from South #DIV/0! #DIV/0! #DIV/0! TOTAL: 69500 #DIV/0! #DIV/0! #DIV/0! U-TURN CHECK FROM > TO FROM VOLUME TO VOLUME (1=TRUE) Total from West #DIV/0! E,N,S #DIV/0! #DIV/0! Total from East #DIV/0! W,N,S #DIV/0! #DIV/0! Total from North #DIV/0! W,E,S #DIV/0! #DIV/0! Total from South #DIV/0! W,E,N #DIV/0! #DIV/0! #DIV/0! #DIV/0! NOTE: Cell E342 must be zero, or the macro generates a "UTURN" error. TURNS5 INITIAL TURNING VOLUME SUMMARY Highway: 0 County: 0 Intersection: 0 From: 0 Analyst: 0 To: 0 Date: 5-Apr-13 0 0 0 0 0 Approach-To- Initial Final Turning Final Calculated Final Turning Final Calculated Approach Estimate Estimate Volume Estimate Volume Estimate Volume Estimate Volume West-To-North (LT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! West-To-East (Thru) 1.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! West-To-South (RT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Total Flow From West: 0 #DIV/0! #DIV/0! #DIV/0! East-To-South (LT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! East-To-West (Thru) 1.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! East-To-North (RT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Total Flow From East: 0 #DIV/0! #DIV/0! #DIV/0! North-To-East (LT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! North-To-South (Thru) 1.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! North-To-West (RT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Total Flow From North: 0 #DIV/0! #DIV/0! #DIV/0! South-To-West (LT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! South-To-North (Thru) 1.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! South-To-East (RT) 0.00 0.000 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Total Flow From South: 0 #DIV/0! #DIV/0! #DIV/0! PLEASE NOTE: These are the Initial Balanced Turning Movements. They are directional. The volumes as shown in the the output Turning Movement Diagrams have been smoothed to reflect two-way flow. PROJECT TRAFFIC FOR AT : TO 2-WAY AADT TURNING MOVEMENTS IN YEAR 0 2-WAY AADT TURNING MOVEMENTS IN YEAR 0 0 0 0 #DIV/0! 0 #DIV/0! 0% 0% 0% #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0% #DIV/0! #DIV/0! 0 0 0 0% 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0% #DIV/0! #DIV/0! #DIV/0! 0% 0 0 ##### #DIV/0! #DIV/0! 0 0% 0 0 #DIV/0! ##### #DIV/0! #DIV/0! 0% 0 0 ##### #DIV/0! #DIV/0! 0 0 0 #DIV/0! 0 0 0 #DIV/0! #DIV/0! #DIV/0! 0% 0% 0% #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! 0 0 #DIV/0! 0 2-WAY AADT TURNING MOVEMENTS IN YEAR 0 2-WAY AADT TURNING MOVEMENTS IN YEAR 0 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! ##### #DIV/0! #DIV/0! ##### #DIV/0! #DIV/0! #DIV/0! ##### #DIV/0! #DIV/0! #DIV/0! ##### #DIV/0! #DIV/0! ##### #DIV/0! #DIV/0! ##### #DIV/0! #DIV/0! 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! 0 PROJECT TRAFFIC FOR AT : TO 1-WAY DESIGN HOUR TURNING MOVEMENTS IN YEAR 0 1-WAY DESIGN HOUR TURNING MOVEMENTS IN YEAR 0 0 0 0 #DIV/0! 0 0 0 #DIV/0! #DIV/0! #DIV/0! 0 0 0 #DIV/0! 0 0 #DIV/0! #DIV/0! 0 #DIV/0! 0 #DIV/0! 0 0 #DIV/0! #DIV/0! 0 #DIV/0! 0 0 0 0 0 D Factors #DIV/0! #DIV/0! #DIV/0! D Factors 50.0% NB 50.0% NB 0 50.0% SB #DIV/0! 50.0% SB K ML = 7.00% 0 50.0% WB K ML = 7.00% 0 50.0% WB K SS = 7.00% 50.0% EB K SS = 7.00% 50.0% EB 1-WAY DESIGN HOUR TURNING MOVEMENTS IN YEAR 0 1-WAY DESIGN HOUR TURNING MOVEMENTS IN YEAR 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! D Factors #DIV/0! #DIV/0! #DIV/0! D Factors 50.0% NB 50.0% NB #DIV/0! 50.0% SB #DIV/0! 50.0% SB K ML = 7.00% 0 50.0% WB K ML = 7.00% 0 50.0% WB K SS = 7.00% 50.0% EB K SS = 7.00% 50.0% EB PROJECT TRAFFIC FOR AT : TO 0 TRAFFIC 0 TRAFFIC COMPARED TO 0 TRAFFIC 0 0 #DIV/0! 0 N/A 0 0 0 #DIV/0! #DIV/0! 0 N/A 0 N/A 0 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! N/A N/A N/A N/A 0 0 0 0 #DIV/0! #DIV/0! N/A 0 N/A 0 XXXX 0 #DIV/0! XXXX 0 XXXX 0 N/A X.XX Ratio 0 TRAFFIC COMPARED TO 0 TRAFFIC 0 TRAFFIC COMPARED TO 0 TRAFFIC 0 0 #DIV/0! #DIV/0! 0 N/A 0 0 N/A 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! N/A 0 N/A N/A 0 N/A 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! N/A N/A N/A N/A N/A N/A N/A N/A 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! N/A 0 N/A N/A 0 N/A XXXX 0 #DIV/0! XXXX 0 #DIV/0! XXXX 0 N/A XXXX 0 N/A X.XX Ratio X.XX Ratio PROJECT TRAFFIC FOR AT : TO 0 ACTUAL TRAFFIC COMPARED TO 0 DHV 0 ACTUAL TRAFFIC COMPARED TO 0 DHV 0 0 0 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! N/A N/A N/A N/A N/A N/A N/A 0 0 N/A #DIV/0! 0 N/A 0 0 N/A #DIV/0! 0 N/A 0 0 N/A #DIV/0! 0 0 0 N/A 0 ##### N/A 0 0 N/A 0 ##### N/A 0 0 N/A 0 ##### N/A 0 0 N/A N/A N/A N/A N/A N/A 0 0 0 #DIV/0! #DIV/0! #DIV/0! (XXX) Actual 0 Traffic 0 0 0 (XXX) Actual 0 Traffic 0 0 0 XXX Calculated 0 DHV 0 XXX Calculated 0 DHV 0 X.XX Ratio X.XX Ratio 0 ACTUAL TRAFFIC COMPARED TO 0 DHV 0 ACTUAL TRAFFIC COMPARED TO 0 DHV 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! N/A N/A N/A N/A N/A N/A N/A #DIV/0! 0 N/A #DIV/0! 0 N/A #DIV/0! 0 N/A #DIV/0! 0 N/A #DIV/0! 0 N/A #DIV/0! 0 0 ##### N/A 0 ##### N/A 0 ##### N/A 0 ##### N/A 0 ##### N/A 0 ##### N/A 0 0 N/A N/A N/A N/A N/A N/A #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! (XXX) Actual 0 Traffic 0 0 0 (XXX) Actual 0 Traffic 0 0 0 XXX Calculated 0 DHV 0 XXX Calculated 0 DHV 0 X.XX Ratio X.XX Ratio Mainline N/S? yes Automatic Estimating? yes FSUTMS input? yes Intersection 4 (2,3,4) Two-Way Selected 1 0 0 1 Three-Way Selected 0 1 1 1 Macro Run no Errors Growth 1 1 1=Linear, 2 = Exponential, 3 = Decaying for ML, side street PIN Location aying for ML, side street year k30main k30side OWDHTM_NB_T OWDHTM_NB_RT EXISTING 0 7.00 7.00 0 0 OPEN 0 7.00 7.00 #DIV/0! #DIV/0! MID 0 7.00 7.00 #DIV/0! #DIV/0! DESIGN 0 7.00 7.00 #DIV/0! #DIV/0! OWDHTM One Way Design Hour Turning Movement T Through LT Left Turn RT Right Turn OWDHTM_NB_LT OWDHTM_SB_T OWDHTM_SB_RT OWDHTM_SB_LT 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! OWDHTM_EB_T OWDHTM_EB_RT OWDHTM_EB_LT OWDHTM_WB_T OWDHTM_WB_RT 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! OWDHTM_WB_LT NS_ROADNAME EW_ROADNAME 0 0 0 #DIV/0! 0 0 #DIV/0! 0 0 #DIV/0! 0 0 NOTES

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posted: | 4/5/2013 |

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