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{"sheet":"Original","index":0,"n_rows":47,"n_cols":21,"rows_kept":47,"cut":false,"hidden":true,"merged":[]}
["Lighting analysis","No"]
[null,null,null,null,null,null,null,null,null,null,null,"Default Crash Distribution"]
["Major Growth Rate",0.03,null,null,null,null,null,null,null,null,null,"K","A","B","C","O","Sum",null,null,null,"User Input"]
["Minor Growth Rate",0.01,null,null,null,null,null,null,null,null,"%",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54,{"$f":"SUM(L4:P4)","v":1},null,null,null,"Input that will be drop-down box"]
["Open Major AADT",25000,null,null,null,null,null,null,null,null,"Cost",10670000,872612,174018,106215,7700,null,null,null,null,"Lookup Default/User input"]
["Open Minor AADT",15000,null,null,null,null,null,null,null,null,"Old",10230000,580320,157170,97650,7600,null,null,null,null,"Default"]
[null,null,null,null,null,null,null,null,"Test",0,"Use Val",{"$f":"IF($J$7=1,L6,L5)","v":10670000},{"$f":"IF($J$7=1,M6,M5)","v":872612},{"$f":"IF($J$7=1,N6,N5)","v":174018},{"$f":"IF($J$7=1,O6,O5)","v":106215},{"$f":"IF($J$7=1,P6,P5)","v":7700}]
["Current Year",2020,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Linked cell"]
["Rate of Return",0.05,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Formula"]
["Intersection Type","4ST",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Macro created Value"]
["Intersection Select","Intx 1","?"]
["Crash Data Used","No","?"]
[null,null,null,null,"(Will connect to macro maybe?)"]
[]
["Project Opening Year",2020]
["Analysis Period",10]
[]
[]
[null,null,null,null,null,"Annual Number of Crashes",null,null,null,null,null,null,"Annual Cost"]
[null,"Year","Major AADT","Minor AADT",null,"Total Crash Pred","Fatality","Incap.","Non-Inc.","Possible Injury","PDO",null,"Fatality","Incap.","Non-Inc.","Possible Injury","PDO ","Total Cost","Present Value"]
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[6,2025,28981.851857499998,15765.150751499999,null,5.7375658573301607,5.1638092715971445E-2,0.35572908315446994,0.95243593231680668,1.2794771861846259,3.0982855629582868,null,550978.4492794153,310413.46670958831,165740.99606990608,135899.66933060004,23856.798834778809,1186889.3802242884,885675.12962786853]
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[8,2027,30746.84663562175,16082.03028160515,null,6.038393699924085,5.4345543299316762E-2,0.37438040939529327,1.0023733541873983,1.3465617950830711,3.2607325979590063,null,579866.94700370985,326688.83780324564,174431.00634898266,143025.06106474838,25107.641004284349,1249119.4932249708,845453.24089198629]
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[10,2029,32619.329595731117,16405.279090265412,null,6.3554071996472956,5.7198664796825657E-2,0.39403524637813231,1.0549975951414512,1.4172558055213469,3.4319198878095398,null,610309.75338212971,343839.8844125148,183588.57151132505,150533.82538344985,26425.783136133457,1314697.817825553,807110.41476422176]
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[null,"T W O   W A Y   S E G M E N T S "]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"FROM CRASH COST TOTALS TAB",null,"FROM TOTAL TAB",null,null,null,null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,"Opening Year =",2020,"Segment Type =",null,{"$f":"Totals!D14","v":0},null,null,null,"%",{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 2, FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 3, FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 4,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 5,FALSE)","v":{"$error":"#N/A"}},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 6, FALSE)","v":{"$error":"#N/A"}},{"$f":"SUM(N6:R6)","v":{"$error":"#N/A"}}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"Analysis Period =",10,"Analysis Year AADT =",null,{"$f":"Totals!BZ14","v":0},null,null,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$J$76:$J$132)","v":0},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$R$76:$R$132)","v":0}]
[null,null,null,null,"Growth Rate =",0.03,"Segment Length (mi) =",null,{"$f":"Totals!AI14","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor to Reset to No Lighting Base Condition",null,null,{"$f":"VLOOKUP(I6,Factors!$B$7:$F$13,5, FALSE)","v":{"$error":"#N/A"}}]
[null,null,null,null,"Rate of Return =",0.05,"Analysis Year =",null,{"$f":"Totals!BV14","v":0},null,null,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Original Mixed Lighting Predicted crash total",null,null,null,null,null,null,"Adjusted Predicted crash total",null,null,null,null,null,null,"EB Adjusted crash total"]
[null,"AADT / Year",null,null,"Annual Number of Crashes - No Lighting",null,null,null,null,null,null,"Annual Number of Crashes - With Lighting",null,null,null,null,null,null,null,null,null,null,null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle"]
[null,"Year","Major AADT",null,"Site Specific (Np/e)","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,"Lighting CMF","Adjusted Np/e","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,null,null,null,null,null,null,"MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO",null,null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I"]
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{"sheet":"CrashCosts - SOne","index":2,"n_rows":132,"n_cols":63,"rows_kept":132,"cut":false,"hidden":true,"merged":[[7,50,8,52],[7,53,8,55],[10,50,10,55],[11,33,11,34],[10,23,12,23],[10,24,12,24],[10,25,10,28],[10,29,10,32],[11,25,11,26],[11,27,11,28],[11,29,11,30],[11,31,11,32],[6,22,7,23],[10,57,10,62],[11,57,11,58],[11,59,11,60],[10,33,10,36],[10,37,10,40],[11,35,11,36],[11,37,11,38],[11,39,11,40],[10,43,10,48],[11,43,11,44],[11,45,11,46],[11,50,11,51],[11,52,11,53],[0,1,1,18],[3,13,3,17],[4,6,4,8],[4,4,4,5],[5,6,5,7],[4,1,4,2],[5,1,5,2],[11,1,11,2],[73,3,73,9],[6,6,6,7],[73,11,73,17],[6,1,6,2],[2,20,3,23],[4,20,5,21],[4,22,5,23],[11,4,11,9],[11,11,11,17],[6,20,7,21],[7,6,7,7],[8,6,8,7],[9,23,9,40]]}
[null,"O N E   W A Y   S E G M E N T S "]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,"Empirical Bayes",null,null,"FROM CRASH COST TOTALS TAB",null,"FROM TOTAL TAB",null,null,null,null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,"Opening Year =",2020,"Segment Type =",null,"4O",null,null,null,"%",{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 2,FALSE)","v":8.8417329796640137E-4},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 3, FALSE)","v":1.1494252873563218E-2},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 4, FALSE)","v":0.11671087533156499},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 5, FALSE)","v":0.1927497789566755},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 6, FALSE)","v":0.67816091954022983},{"$f":"SUM(N6:R6)","v":1}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"Analysis Period =",10,"Analysis Year AADT =",null,{"$f":"Totals!BZ14","v":0},null,null,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$J$76:$J$132)","v":0},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$R$76:$R$132)","v":0}]
[null,null,null,null,"Growth Rate =",0.03,"Segment Length (mi)  =",null,{"$f":"Totals!AI14","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor to Reset to No Lighting Base Condition",null,null,{"$f":"VLOOKUP(I6,Factors!$B$7:$F$13,5, FALSE)","v":1.0550749103186325}]
[null,null,null,null,"Rate of Return =",0.05,"Analysis Year =",null,{"$f":"Totals!BV14","v":0},null,null,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Original Mixed Lighting Predicted crash total",null,null,null,null,null,null,"Adjusted Predicted crash total",null,null,null,null,null,null,"EB Adjusted crash total"]
[null,"AADT / Year",null,null,"Annual Number of Crashes - No Lighting",null,null,null,null,null,null,"Annual Number of Crashes - With Lighting",null,null,null,null,null,null,null,null,null,null,null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle"]
[null,"Year","Major AADT",null,"Site Specific (Np/e)","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,"Lighting CMF","Adjusted Np/e","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,null,null,null,null,null,null,"MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO",null,null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I"]
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[null,"I N T E R S E C T I O N S"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,"FROM TOTAL TAB",null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,"Empirical Bayes",null,null,null,"Area Type =",null,"Urban",null,"FROM CRASH COST TOTALS",null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,null,"Intersection Type =",null,"4SG",null,"Opening Year =",2025,null,"%",{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 2, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 2, FALSE))","v":3.6273299498574977E-3},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 3, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 3, FALSE))","v":3.1868684559462304E-2},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23,4, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 4, FALSE))","v":0.11226433785987533},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 5, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 5, FALSE))","v":0.22381235425906451},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 6, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 6, FALSE))","v":0.6284272933717403},{"$f":"SUM(N6:R6)","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Intersection Lighting CMF",null,null,{"$f":"1-0.38*VLOOKUP(H6,Intersections!AB71:AC74,2,FALSE)","v":0.91070000000000007}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,null,"Analysis Year Major AADT =",null,null,null,"Analysis Period =",20,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$K$76:$K$132)","v":{"$error":"#VALUE!"}},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$S$76:$S$132)","v":{"$error":"#VALUE!"}}]
[null,null,null,null,null,"Analysis Year Minor AADT =",null,null,null,"Major Growth Rate =",0.03,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment to \"No Lighting\" Base Condition (1.0 if Intersection analyzed w/ Lighting=No)",null,null,{"$f":"IF(H10=\"No\",1,1/AZ6)","v":1.0980564401010211}]
[null,null,null,null,null,"Analysis Year =",null,2020,null,"Minor Growth Rate =",0.01,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,"Analyzed W/ Lighting = ",null,"Yes",null,"Rate of Return =",0.05,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Predicted crash total - As Analyzed",null,null,null,null,"Predicted crash total - No Lighting",null,null,null,null,"EB Adjusted crash total"]
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[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]
[null,null,null,null,0,0,0,0,0,0,0,null,0,0,0,0,0,0,0]

{"sheet":"Welcome","index":4,"n_rows":41,"n_cols":3,"rows_kept":41,"cut":false,"hidden":false,"merged":[[1,1,3,12],[5,1,5,12],[6,1,6,12]]}
[]
[null,"HSM Chapter 12 NCHRP 17-58 Spreadsheet"]
[]
[]
[]
[null,"Developed by:  Michael P. Pratt, Srinivas R. Geedipally, Hadi Khazraee, and Dominique Lord"]
[null,"  Version 2"]
[null,"FOREWORD"]
[null,"This software can be used to assist with the assessment of the safety performance of urban and suburban arterial facilities,"]
[null,"including segments and intersections.  It is intended for use by engineers and technicians responsible for safety analysis or "]
[null,"management of urban streets."]
[]
[null,"This software is intended for use with the updated Chapter 12 of the Highway Safety Manual.  The analyst is encouraged to read "]
[null,"the document so that he or she will have an understanding of how best to use the software and interpret its output."]
[]
[null,"The equations used in this software are documented in this chapter.  Analysts should refer to the chapter whenever they have"]
[null,"questions about the modeling approach, assumptions, or limitations."]
[]
[null,"INSTRUCTIONS"]
[]
[null,"Each cell on the analysis worksheets has been color-coded to indicate the type of data entered or displayed.  The following list"]
[null,"indentifies the meaning of each cell color."]
[]
[null,"Blue cells represent \"input data.\"  Each time the worksheet is used, the values in these cells should be changed to represent the"]
[null,null,"segment or intersection being evaluated.  Input data must be provided by the analyst."]
[null,"Yellow cells represent \"calibration factors.\"  The values in these cells represent reasonable values for most situations and do not "]
[null,null,"need to be changed.  Calibration factors can be changed to more accurately reflect local conditions.  However, field data "]
[null,null,"from sites local to the agency should be the basis for this change."]
[null,"Purple cells represent \"key output variables.\"  The values are computed using the input data, calibration factors, and default values."]
[null,"Note:  White, gray, and purple cells are locked and cannot be changed."]
[]
[null,"DISCLAIMER"]
[null,"No warranty is made by the developers or their employer as to the accuracy, completeness, or reliability of this software and its"]
[null,"associated equations and documentation.  No responsibility is assumed by the developers for incorrect results or damages resulting"]
[null,"from the use of this software."]
[]
[null,"COPYRIGHT © 2015"]
[null,"This software is copyrighted.  All rights are reserved.  This product may not, in whole or in part, be copied, photocopied, reproduced, "]
[null,"translated, or reduced to any electronic medium or machine-readable form without prior consent, in writing, from Michael P. Pratt."]
[null,"This product is subject to change without notice and does not represent a commitment on the part of Michael P. Pratt to notify"]
[null,"any person of such revision."]

{"sheet":"FDOT Modifications","index":5,"n_rows":39,"n_cols":2,"rows_kept":39,"cut":false,"hidden":false,"merged":[[22,1,25,12],[27,1,36,12],[38,1,44,12],[1,1,3,12],[5,1,5,12],[6,1,6,12],[8,1,15,12],[17,1,20,12]]}
[]
[null,"FDOT Modifications"]
[]
[]
[]
[null,"Modifications by Kittelson & Associates, Inc"]
[null,"  Version 1.2 (May 2020)"]
[]
[null,"The Florida Department of Transportation (FDOT) has modified this workbook to include crash cost computations. The intent of these modifications is to support the analysis shown in Chapter 14, Manual of Uniform Traffic Studies (MUTS) for Roadway Lighting Justification. The NCHRP 17-58 research considered the presence of roadway lighting in the development of a recommended road segment crash prediction model (CPM). However, the NCHRP 17-58 CPM does not contain a lighting-presence-related crash modification factor (CMF).   Fortunately, the Final Report for NCHRP 17-58 includes Tables 24, 25 and 26 providing information which can be used to convert the 17-58 SPF predictions such that they correspond to a base condition of “no lighting present.” The adjusted SPF can then be used with an “add roadway segment lighting” CMF to obtain reliable estimates of the average crash frequency when lighting is (or is not) present. "]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"The CMFs listed in the Highway Safety Manual (HSM) for adding roadway segment lighting are based upon NCHRP 617. The NCHRP 617 Final Report indicates that a CMF value of 0.94 is appropriate when adding lighting to a roadway segment.  This CMF applies to total crashes (i.e., all crash types and severities) for a full day (i.e., daytime and nighttime combined).  "]
[]
[]
[]
[]
[null,"The adjusted SPF is used with the aforementioned CMF to compute the predicted crash frequency (or Np) of a road segment. If crash data is available, the expected crash frequency (or Ne) can be computed.  The user should always select “site-specific” in the “Totals” worksheet tab when conducting Empirical Bays analysis or applying crash data.  Project level analysis is not appropriate for lighting analysis.  "]
[]
[]
[]
[]
[null,"The crash cost calculations for street segments are done in the following two worksheets: “TWS Crash Cost” and “OWS Crash Cost”, with TWS being two-way street and OWS being one-way street.  Each worksheet presents the calculations for one segment and has the ability to compute the life-cycle costs.  At the top of each worksheet, user input fields are provided for: opening year, analysis period (years), traffic growth rate and rate of return (always 4% for FDOT projects).  Each worksheet calculates a new value of Np or Ne for each analysis year in the analysis period.  This crash frequency is then distributed by crash severity using the KABCO scale (i.e., K= fatality, A= incapacitating injury, etc.) crash distribution. The default severity distribution (provided in the Factors worksheet) was developed for FDOT roadways using 2013-2017 crash data. The annual crash cost is based upon values provided in the FDOT Design Manual, Table 122.6.2 – FDOT KABCO Crash Costs. The “TWS Crash Cost” and “OWS Crash Cost” worksheets are capable of applying the CMF to compute the with and without light crash costs.  Each segment’s total with and without crash costs are reported in the “Crash Cost Totals” worksheet.  "]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"The intersection crash costs are also computed using this workbook.  In the “Intersections” tab, the user should always select “No” in Line 29 for the is “Lighting Present?” as this is the base condition.  The intersection lighting CMF will be computed and applied for the with lighting condition in the “Intx Crash Cost” worksheet tab.  Please note the intersection lighting CMF only applies to vehicle to vehicle crashes.  The worksheet applies the CMF to no lighting vehicular crashes and then adds in the vehicle-pedestrian and vehicle-bicycle crashes before the KABCO distribution.  Similar to the segment crash costs worksheets, the intersection with and without crash costs are computed in the “Intx Crash Cost” worksheet tab and reported in the “Crash Cost Totals” worksheet.  "]

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[]
[]
[null,null,"Safety Prediction Worksheet for Two-Way Urban and Suburban Arterial Segments"]
[]
[null,null,"General Information",null,null,null,null,null,"Site Information"]
[]
[null,null,"Analyst","JRF",null,null,null,null,"Street number",null,123,null,null,null,null,null,null,null,null,"Intercept",null,"AADT coefficient",null,null,"Intercept"]
[null,null,"Agency","Kittelson",null,null,null,null,"Street name",null,"Main Street",null,null,null,null,null,null,null,null,"F+I","PDO","F+I","PDO",null,"Segment type","Multiple,F+I","Single,F+I","Multiple,PDO","Single,PDO"]
[null,null,"Date",{"$f":"TODAY()","v":"2020-08-21"},null,null,null,null,"Segment number",null,2,null,null,null,null,null,null,null,"Multiple",{"$f":"VLOOKUP($H$27,$Y$8:$AC$12,MATCH($S9&\",\"&T$8,$Y$8:$AC$8,0),FALSE)","v":-11.56},{"$f":"VLOOKUP($H$27,$Y$8:$AC$12,MATCH($S9&\",\"&U$8,$Y$8:$AC$8,0),FALSE)","v":-9.2100000000000009},{"$f":"VLOOKUP($H$27,$Y$15:$AC$19,MATCH($S9&\",\"&V$8,$Y$15:$AC$15,0),FALSE)","v":1.24},{"$f":"VLOOKUP($H$27,$Y$15:$AC$19,MATCH($S9&\",\"&W$8,$Y$15:$AC$15,0),FALSE)","v":1.06},null,"6U",-15.42,-4.54,-15.68,-3.98]
[null,null,"Location","Anywhere, FL",null,null,null,null,"Analysis year",null,2020,null,null,null,null,null,null,null,"Single",{"$f":"VLOOKUP($H$27,$Y$8:$AC$12,MATCH($S10&\",\"&T$8,$Y$8:$AC$8,0),FALSE)","v":-5.26},{"$f":"VLOOKUP($H$27,$Y$8:$AC$12,MATCH($S10&\",\"&U$8,$Y$8:$AC$8,0),FALSE)","v":-4.71},{"$f":"VLOOKUP($H$27,$Y$15:$AC$19,MATCH($S10&\",\"&V$8,$Y$15:$AC$15,0),FALSE)","v":0.46},{"$f":"VLOOKUP($H$27,$Y$15:$AC$19,MATCH($S10&\",\"&W$8,$Y$15:$AC$15,0),FALSE)","v":0.43},null,"6D",-11.56,-5.26,-9.2100000000000009,-4.71]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"7T",-11.44,-4.54,-9.1999999999999993,-3.98]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"K","A","B",null,null,"8D",-11.38,-5.36,-8.84,-4.34]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Constant",-5.1142000000000003,-1.7346999999999999,-0.57509999999999994]
[null,null,"Output Summary",null,null,"Predicted crash frequency, crashes / year",null,null,null,null,null,"Combined CMF",null,null,null,null,null,null,"Area type",-0.47139999999999999,-0.2505,-0.2505,null,null,"AADT coefficient"]
[null,null,null,null,null,"F+I","PDO","Total",null,null,null,"F+I","PDO",null,null,null,null,null,"Speed",4.4200000000000003E-2,0,0,null,null,"Segment type","Multiple,F+I","Single,F+I","Multiple,PDO","Single,PDO"]
[null,null,null,null,"Total crashes",{"$f":"SUM(F17:F20)","v":3.4905769023961351},{"$f":"SUM(G17:G18)","v":5.1141179987066749},{"$f":"F16+G16","v":8.6046949011028104},null,null,"Multiple-vehicle crashes",{"$f":"PRODUCT(H58:H67)","v":0.98786706206097397},{"$f":"PRODUCT(K58:K67)","v":0.98786706206097397},null,null,null,null,null,"6D",-0.3327,-0.2923,-9.3799999999999994E-2,null,null,"6U",1.63,0.37,1.7,0.34]
[null,null,null,null,"Multiple-vehicle crashes",{"$f":"$H51*$H$28*EXP(T9+V9*LN($H$29))*L16","v":2.900229575862137},{"$f":"$H51*$H$28*EXP(U9+W9*LN($H$29))*M16","v":4.6117698863513796},null,null,null,"Single-vehicle crashes",{"$f":"PRODUCT(I58:I67)","v":0.88015510750512016},{"$f":"PRODUCT(L58:L67)","v":0.88015510750512016},null,null,null,null,null,"8D",-0.2296,-0.52300000000000002,-0.23730000000000001,null,null,"6D",1.24,0.46,1.06,0.43]
[null,null,null,null,"Single-vehicle crashes",{"$f":"$H51*$H$28*EXP(T10+V10*LN($H$29))*L17","v":0.3968888878972775},{"$f":"$H51*$H$28*EXP(U10+W10*LN($H$29))*M17","v":0.50234811235529486},null,null,null,null,null,null,null,null,null,null,null,"V",{"$f":"T13+T14*IF($H$26=\"Urban\",1,0)+T15*$H$31+T16*IF($H$27=\"6D\",1,0)+T17*IF($H$27=\"8D\",1,0)","v":-3.9293000000000005},{"$f":"U13+U14*IF($H$26=\"Urban\",1,0)+U15*$H$31+U16*IF($H$27=\"6D\",1,0)+U17*IF($H$27=\"8D\",1,0)","v":-2.2774999999999999},{"$f":"V13+V14*IF($H$26=\"Urban\",1,0)+V15*$H$31+V16*IF($H$27=\"6D\",1,0)+V17*IF($H$27=\"8D\",1,0)","v":-0.91939999999999988},null,null,"7T",1.24,0.37,1.06,0.34]
[null,null,null,null,"Vehicle-pedestrian crashes",{"$f":"SUM(F17:G18)*$H52","v":0.12616854693699134},null,null,null,"Severity distribution for F+I crashes",null,null,null,null,null,null,null,null,"P",{"$f":"EXP(T18)/(1/$H54+EXP($T18)+EXP($U18)+EXP($V18))","v":1.292439055961956E-2},{"$f":"EXP(U18)/(1/$H54+EXP($T18)+EXP($U18)+EXP($V18))","v":6.7418284682841792E-2},{"$f":"EXP(V18)/(1/$H54+EXP($T18)+EXP($U18)+EXP($V18))","v":0.26217606115597103},null,null,"8D",1.24,0.46,1.06,0.43]
[null,null,null,null,"Vehicle-bicycle crashes",{"$f":"SUM(F17:G18)*$H53","v":6.728989169972871E-2},null,null,null,"K","A","B","C"]
[null,null,null,null,null,null,null,null,null,{"$f":"$F16*T19","v":4.5113579164954697E-2},{"$f":"$F16*U19","v":0.23532870731309469},{"$f":"$F16*V19","v":0.91514570343222901},{"$f":"F16*(1-SUM(T19:V19))","v":2.2949889124858567}]
[]
[null,null,"Input Data",null,null,null,null,"Value",null,"Advisory Messages"]
[]
[null,null,"Basic Roadway Data",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Minimum","Maximum",null,"Segment type","Minimum","Maximum"]
[null,null,"Area type",null,null,null,null,"Urban",null,".",null,null,null,null,null,null,null,null,null,null,null,"6U",0,78000]
[null,null,"Segment type",null,null,null,null,"6D",null,{"$f":"IF(H27=\"7T\",\"6 lanes + two-way left-turn lane.\",\".\")","v":"."},null,null,null,null,null,null,null,null,null,null,null,"6D",0,118000]
[null,null,"Segment length, mi",null,null,null,null,0.7,null,".",null,null,null,null,null,null,null,null,null,null,null,"7T",0,94000]
[null,null,"Annual average daily traffic (AADT), veh/day",null,null,null,null,35552.570158893614,{"$f":"IF(OR(H29<S29,H29>T29),\"Check\",\"\")","v":""},".",null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($H$27,$V$25:$X$29,MATCH(S$25,$V$25:$X$25,0),FALSE)","v":0},{"$f":"VLOOKUP($H$27,$V$25:$X$29,MATCH(T$25,$V$25:$X$25,0),FALSE)","v":118000},null,"8D",0,152000]
[null,null,"Number of highway-rail grade crossings present",null,null,null,null,0,null,{"$f":"IF(H30>0,ROUND(H30/H28,0)&\" crossings per mile.\",\".\")","v":"."},null,null,null,null,null,null,null,null,0,3]
[null,null,"Posted speed limit, mi/h",null,null,null,null,45,null,{"$f":"IF(AND(H31<=30,H27=\"8D\"),\"Estimated ped/bike factors.\",\".\")","v":"."}]
[null,null,"Automated speed enforcement present?",null,null,null,null,"No",null,"."]
[]
[null,null,"Access Data"]
[null,null,"Driveway count",null,"Major commercial",null,null,5,{"$f":"IF(OR(H35<S35,H35>T35),\"Check\",\"\")","v":""},{"$f":"IF(H35>0,ROUND(H35/H$28,0)&\" major comm. driveways per mile.\",\".\")","v":"7 major comm. driveways per mile."},null,null,null,null,null,null,null,null,0,{"$f":"138.8*H28","v":97.16}]
[null,null,null,null,"Major industrial",null,null,2,{"$f":"IF(OR(H36<S36,H36>T36),\"Check\",\"\")","v":""},{"$f":"IF(H36>0,ROUND(H36/H$28,0)&\" major industrial driveways per mile.\",\".\")","v":"3 major industrial driveways per mile."},null,null,null,null,null,null,null,null,0,{"$f":"100*H28","v":70}]
[null,null,null,null,"Minor",null,null,5,{"$f":"IF(OR(H37<S37,H37>T37),\"Check\",\"\")","v":""},{"$f":"IF(H37>0,ROUND(H37/H$28,0)&\" minor driveways per mile.\",\".\")","v":"7 minor driveways per mile."},null,null,null,null,null,null,null,null,0,{"$f":"119.2*H28","v":83.44}]
[]
[null,null,"Cross Section Data"]
[null,null,"Lane width, ft",null,null,null,null,12,{"$f":"IF(OR(H40<S40,H40>T40),\"Check\",\"\")","v":""},".",null,null,null,null,null,null,null,null,9,27]
[null,null,"Outside shoulder width, ft",null,null,null,null,7,{"$f":"IF(OR(H41<S41,H41>T41),\"Check\",\"\")","v":""},".",null,null,null,null,null,null,null,null,0,14]
[null,null,"Median width, ft",null,null,null,null,22,{"$f":"IF(OR(H42<S42,H42>T42),\"Check\",\"\")","v":""},{"$f":"IF(AND(H27<>\"6U\",H42=0),\"Must enter nonzero median width.\",\".\")","v":"."},null,null,null,null,null,null,null,null,0,240]
[null,null,"Median barrier present?",null,null,null,null,"No",null,"."]
[]
[null,null,"Roadside Data"]
[null,null,"Roadside fixed object count",null,null,null,null,5,{"$f":"IF(OR(H46<S46,H46>T46),\"Check\",\"\")","v":""},{"$f":"IF(H46>0,ROUND(H46/H28,0)&\" objects per mile.\",\".\")","v":"7 objects per mile."},null,null,null,null,null,null,null,null,0,{"$f":"508*H28","v":355.59999999999997}]
[null,null,"Average roadside fixed object offset, ft",null,null,null,null,0,{"$f":"IF(OR(H47<S47,H47>T47),\"Check\",\"\")","v":""},".",null,null,null,null,null,null,null,null,0,30]
[]
[null,null,"Calibration Factors",null,null,null,null,"Value",null,null,"Default Values",null,null,null,null,null,null,null,"Segment type","fped, ≤ 30 mph","fped, ≥ 35 mph","fbike, ≤ 30 mph","fbike, ≥ 35 mph"]
[]
[null,null,"Local calibration factor (C)",null,null,null,null,{"$f":"K51","v":1},null,null,1,null,null,null,null,null,null,null,"6U",1.7999999999999999E-2,1.2999999999999999E-2,1.2999999999999999E-2,7.0000000000000001E-3]
[null,null,"Adjustment factor for pedestrians (fped)",null,null,null,null,{"$f":"K52","v":1.4999999999999999E-2},null,null,{"$f":"VLOOKUP($H$27,$S$51:$W$54,IF($H$31<=30,2,3),FALSE)","v":1.4999999999999999E-2},null,null,null,null,null,null,null,"6D",2.9000000000000001E-2,1.4999999999999999E-2,7.0000000000000001E-3,8.0000000000000002E-3]
[null,null,"Adjustment factor for bicyclists (fbike)",null,null,null,null,{"$f":"K53","v":8.0000000000000002E-3},null,null,{"$f":"VLOOKUP($H$27,$S$51:$W$54,IF($H$31<=30,4,5),FALSE)","v":8.0000000000000002E-3},null,null,null,null,null,null,null,"7T",3.4000000000000002E-2,1.4E-2,2.5000000000000001E-2,1E-3]
[null,null,"Severity distribution calibration factor (Csdf,tws)",null,null,null,null,{"$f":"K54","v":1},null,null,1,null,null,null,null,null,null,null,"8D",{"$f":"U54","v":2.3E-2},2.3E-2,{"$f":"W54","v":1.4E-2},1.4E-2]
[]
[null,null,"Crash Modification Factors",null,null,null,null,"F+I",null,null,"PDO",null,null,null,null,null,null,null,null,null,null,"F+I coefficients",null,null,"PDO coefficients"]
[null,null,null,null,null,null,null,"Multiple","Single",null,"Multiple","Single",null,null,null,null,null,null,"Value","Base",null,"Multiple","Single",null,"Multiple","Single"]
[null,null,"Lane width",null,null,null,null,{"$f":"EXP(V58*($S58-$T58))","v":1},{"$f":"EXP(W58*($S58-$T58))","v":1},null,{"$f":"EXP(Y58*($S58-$T58))","v":1},{"$f":"EXP(Z58*($S58-$T58))","v":1},null,null,null,null,null,null,{"$f":"H40","v":12},12,null,-2.1899999999999999E-2,{"$f":"V58","v":-2.1899999999999999E-2},null,-2.1899999999999999E-2,{"$f":"Y58","v":-2.1899999999999999E-2}]
[null,null,"Outside shoulder width",null,null,null,null,{"$f":"EXP(V59*($S59-$T59))","v":0.85491776154411725},{"$f":"EXP(W59*($S59-$T59))","v":0.85491776154411725},null,{"$f":"EXP(Y59*($S59-$T59))","v":0.85491776154411725},{"$f":"EXP(Z59*($S59-$T59))","v":0.85491776154411725},null,null,null,null,null,null,{"$f":"H41","v":7},1.5,null,-2.8500000000000001E-2,{"$f":"V59","v":-2.8500000000000001E-2},null,-2.8500000000000001E-2,{"$f":"Y59","v":-2.8500000000000001E-2}]
[null,null,"Median width",null,null,null,null,{"$f":"IF(OR($H$27=\"6D\",$H$27=\"8D\"),EXP(V60*($S60-$T60)),1)","v":0.96088552290034579},{"$f":"IF(OR($H$27=\"6D\",$H$27=\"8D\"),EXP(W60*($S60-$T60)),1)","v":0.96088552290034579},null,{"$f":"IF(OR($H$27=\"6D\",$H$27=\"8D\"),EXP(Y60*($S60-$T60)),1)","v":0.96088552290034579},{"$f":"IF(OR($H$27=\"6D\",$H$27=\"8D\"),EXP(Z60*($S60-$T60)),1)","v":0.96088552290034579},null,null,null,null,null,null,{"$f":"H42","v":22},15,null,-5.7000000000000002E-3,{"$f":"V60","v":-5.7000000000000002E-3},null,-5.7000000000000002E-3,{"$f":"Y60","v":-5.7000000000000002E-3}]
[null,null,"Median barrier",null,null,null,null,{"$f":"IF(OR($H$27=\"6U\",$H$27=\"7T\"),1,EXP(V61*$S61))","v":1},{"$f":"IF(OR($H$27=\"6U\",$H$27=\"7T\"),1,EXP(W61*$S61))","v":1},null,{"$f":"IF(OR($H$27=\"6U\",$H$27=\"7T\"),1,EXP(Y61*$S61))","v":1},{"$f":"IF(OR($H$27=\"6U\",$H$27=\"7T\"),1,EXP(Z61*$S61))","v":1},null,null,null,null,null,null,{"$f":"IF(H43=\"Yes\",1,0)","v":0},null,null,-0.51060000000000005,0.67659999999999998,null,-0.51060000000000005,0.67659999999999998]
[null,null,"Highway-rail grade crossing",null,null,null,null,{"$f":"EXP(V62*$S62)","v":1},{"$f":"EXP(W62*$S62)","v":1},null,{"$f":"EXP(Y62*$S62)","v":1},{"$f":"EXP(Z62*$S62)","v":1},null,null,null,null,null,null,{"$f":"H30/H28","v":0},0,null,3.8800000000000001E-2,{"$f":"V62","v":3.8800000000000001E-2},null,3.8800000000000001E-2,{"$f":"Y62","v":3.8800000000000001E-2}]
[null,null,"Major commercial driveways",null,null,null,null,{"$f":"EXP(V63*($S63-$T63))","v":1.1972173631218102},null,null,{"$f":"EXP(Y63*($S63-$T63))","v":1.1972173631218102},null,null,null,null,null,null,null,{"$f":"H35/H28","v":7.1428571428571432},2,null,3.5000000000000003E-2,null,null,3.5000000000000003E-2]
[null,null,"Major industrial driveways",null,null,null,null,{"$f":"EXP(V64*($S64-$T64))","v":1.0200701797149532},null,null,{"$f":"EXP(Y64*($S64-$T64))","v":1.0200701797149532},null,null,null,null,null,null,null,{"$f":"H36/H28","v":2.8571428571428572},1,null,1.0699999999999999E-2,null,null,1.0699999999999999E-2]
[null,null,"Minor driveways",null,null,null,null,{"$f":"EXP(V65*($S65-$T65))","v":0.98468983922834519},null,null,{"$f":"EXP(Y65*($S65-$T65))","v":0.98468983922834519},null,null,null,null,null,null,null,{"$f":"H37/H28","v":7.1428571428571432},10,null,5.4000000000000003E-3,null,null,5.4000000000000003E-3]
[null,null,"Automated speed enforcement",null,null,null,null,{"$f":"IF($S66=0,1,V66)","v":1},{"$f":"IF($S66=0,1,W66)","v":1},null,{"$f":"IF($S66=0,1,Y66)","v":1},{"$f":"IF($S66=0,1,Z66)","v":1},null,null,null,null,null,null,{"$f":"IF(H32=\"Yes\",1,0)","v":0},0,null,0.83,0.83,null,1,1]
[null,null,"Roadside fixed objects",null,null,null,null,null,{"$f":"1+0.01*$H46/$H28/EXP(W67*$S67)","v":1.0714285714285714},null,null,{"$f":"1+0.01*$H46/$H28/EXP(Z67*$S67)","v":1.0714285714285714},null,null,null,null,null,null,{"$f":"H47","v":0},null,null,null,0.13100000000000001,null,null,0.13100000000000001]

{"sheet":"One-way segments","index":7,"n_rows":66,"n_cols":30,"rows_kept":66,"cut":false,"hidden":false,"merged":[[9,10,9,12],[8,10,8,12],[7,10,7,12],[6,10,6,12],[9,3,9,5],[8,3,8,5],[7,3,7,5],[6,3,6,5]]}
[]
[]
[null,null,"Safety Prediction Worksheet for One-Way Urban and Suburban Arterial Segments"]
[]
[null,null,"General Information",null,null,null,null,null,"Site Information"]
[]
[null,null,"Analyst","JRF",null,null,null,null,"Street number",null,"SR 123",null,null,null,null,null,null,null,null,"Intercept",null,"AADT coefficient",null,null,"Intercept"]
[null,null,"Agency","Kittelson",null,null,null,null,"Street name",null,"Main Street",null,null,null,null,null,null,null,null,"F+I","PDO","F+I","PDO",null,"Segment type","Multiple,F+I","Single,F+I","Multiple,PDO","Single,PDO"]
[null,null,"Date",{"$f":"TODAY()","v":"2020-08-21"},null,null,null,null,"Segment number",null,1,null,null,null,null,null,null,null,"Multiple",{"$f":"VLOOKUP($H$27,$Y$8:$AC$11,MATCH($S9&\",\"&T$8,$Y$8:$AC$8,0),FALSE)","v":-11.49},{"$f":"VLOOKUP($H$27,$Y$8:$AC$11,MATCH($S9&\",\"&U$8,$Y$8:$AC$8,0),FALSE)","v":-8.27},1.26,1.02,null,"2O",-11.48,-5.32,-8.26,-4.71]
[null,null,"Location","Anywhere, FL",null,null,null,null,"Analysis year",null,2020,null,null,null,null,null,null,null,"Single",{"$f":"VLOOKUP($H$27,$Y$8:$AC$11,MATCH($S10&\",\"&T$8,$Y$8:$AC$8,0),FALSE)","v":-4.93},{"$f":"VLOOKUP($H$27,$Y$8:$AC$11,MATCH($S10&\",\"&U$8,$Y$8:$AC$8,0),FALSE)","v":-4.72},0.42,0.43,null,"3O",-11.49,-4.93,-8.27,-4.72]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4O",-11.74,-4.93,-8.68,-4.72]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"K+A","B"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Constant",0.29330000000000001,-0.38100000000000001]
[null,null,"Output Summary",null,null,"Predicted crash frequency, crashes / year",null,null,null,null,null,"Combined CMF",null,null,null,null,null,null,"Lane",-0.1226,0]
[null,null,null,null,null,"F+I","PDO","Total",null,null,null,"F+I","PDO",null,null,null,null,null,"R Shld",-0.126,-5.7549999999999997E-2]
[null,null,null,null,"Total crashes",{"$f":"SUM(F17:F20)","v":2.4992251640263619},{"$f":"SUM(G17:G18)","v":4.7277265396344434},{"$f":"F16+G16","v":7.2269517036608057},null,null,"Multiple-vehicle crashes",{"$f":"PRODUCT(H60:H66)","v":1.3700537874749996},{"$f":"PRODUCT(K60:K66)","v":1.3700537874749996},null,null,null,null,null,"Area type",-0.39939999999999998,0]
[null,null,null,null,"Multiple-vehicle crashes",{"$f":"$H52*$H$28*EXP(T9+V9*LN($H$30))*L16","v":1.9894368113725547},{"$f":"$H52*$H$28*EXP(U9+W9*LN($H$30))*M16","v":4.365360047498144},null,null,null,"Single-vehicle crashes",{"$f":"PRODUCT(I60:I66)","v":1.2969359226026758},{"$f":"PRODUCT(L60:L66)","v":1.2969359226026758},null,null,null,null,null,"Bike lane",0.99690000000000001,0.504]
[null,null,null,null,"Single-vehicle crashes",{"$f":"$H52*$H$28*EXP(T10+V10*LN($H$30))*L17","v":0.2653986815155191},{"$f":"$H52*$H$28*EXP(U10+W10*LN($H$30))*M17","v":0.36236649213629951},null,null,null,null,null,null,null,null,null,null,null,"V",{"$f":"T13+T14*H39+T15*H40+T16*IF($H$26=\"Urban\",1,0)+T17*IF($H$29=\"Yes\",1,0)","v":-1.2443},{"$f":"U13+U14*H39+U15*H40+U16*IF($H$26=\"Urban\",1,0)+U17*IF($H$29=\"Yes\",1,0)","v":-0.46732499999999999}]
[null,null,null,null,"Vehicle-pedestrian crashes",{"$f":"SUM(F17:G18)*$H53","v":0.16758148878054041},null,null,null,"Severity distribution for F+I crashes",null,null,null,null,null,null,null,null,"P",{"$f":"EXP(T18)/(1/$H55+EXP($T18)+EXP($U18))","v":0.1504803057846803},{"$f":"EXP(U18)/(1/$H55+EXP($T18)+EXP($U18))","v":0.32727710143509842}]
[null,null,null,null,"Vehicle-bicycle crashes",{"$f":"SUM(F17:G18)*$H54","v":7.6808182357747681E-2},null,null,null,"K","A","B","C"]
[null,null,null,null,null,null,null,null,null,{"$f":"F16*T19*H56","v":3.7232332523838021E-2},{"$f":"F16*T19*(1-H56)","v":0.33885183438361671},{"$f":"F16*U19","v":0.8179391675162061},{"$f":"F16*(1-SUM(T19:U19))","v":1.3052018296027008}]
[]
[null,null,"Input Data",null,null,null,null,"Value",null,"Advisory Messages"]
[]
[null,null,"Basic Roadway Data",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Minimum","Maximum",null,"Segment type","Minimum","Maximum"]
[null,null,"Area type",null,null,null,null,"Suburban",null,".",null,null,null,null,null,null,null,null,null,null,null,"2O",0,34000]
[null,null,"Segment type",null,null,null,null,"3O",null,".",null,null,null,null,null,null,null,null,null,null,null,"3O",0,29000]
[null,null,"Segment length, mi",null,null,null,null,0.4,null,".",null,null,null,null,null,null,null,null,null,null,null,"4O",0,29000]
[null,null,"Bicycle lanes present?",null,null,null,null,"No",null,"."]
[null,null,"Annual average daily traffic (AADT), veh/day",null,null,null,null,25394.692970638298,{"$f":"IF(OR(H30<S30,H30>T30),\"Check\",\"\")","v":""},".",null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($H$27,$V$25:$X$28,MATCH(S$25,$V$25:$X$25,0),FALSE)","v":0},{"$f":"VLOOKUP($H$27,$V$25:$X$28,MATCH(T$25,$V$25:$X$25,0),FALSE)","v":29000}]
[null,null,"Posted speed limit, mi/h",null,null,null,null,30,null,"."]
[null,null,"Automated speed enforcement present?",null,null,null,null,"No",null,"."]
[]
[null,null,"Access Data"]
[null,null,"Driveway count",null,"Major commercial",null,null,6,{"$f":"IF(OR(H35<S35,H35>T35),\"Check\",\"\")","v":""},{"$f":"IF(H35>0,ROUND(H35/H$28,0)&\" major comm. driveways per mile.\",\".\")","v":"15 major comm. driveways per mile."},null,null,null,null,null,null,null,null,0,{"$f":"58.3*H28","v":23.32}]
[null,null,null,null,"Minor",null,null,7,{"$f":"IF(OR(H36<S36,H36>T36),\"Check\",\"\")","v":""},{"$f":"IF(H36>0,ROUND(H36/H$28,0)&\" minor driveways per mile.\",\".\")","v":"18 minor driveways per mile."},null,null,null,null,null,null,null,null,0,{"$f":"100*H28","v":40}]
[]
[null,null,"Cross Section Data"]
[null,null,"Lane width, ft",null,null,null,null,11,{"$f":"IF(OR(H39<S39,H39>T39),\"Check\",\"\")","v":""},".",null,null,null,null,null,null,null,null,9,27]
[null,null,"Right shoulder width, ft",null,null,null,null,1.5,{"$f":"IF(OR(H40<S40,H40>T40),\"Check\",\"\")","v":""},".",null,null,null,null,null,null,null,null,0,20]
[]
[null,null,"Roadside Data"]
[null,null,"On-street parallel parking length on right side, mi",null,null,null,null,0,{"$f":"IF(OR(H43<S43,H43>T43),\"Check\",\"\")","v":""},{"$f":"IF(H$43+H$44>2*H$28,\"Right-side park length > segment length.\",\".\")","v":"."},null,null,null,null,null,null,null,null,0,{"$f":"H28","v":0.4}]
[null,null,"On-street angle parking length on right side, mi",null,null,null,null,0,"",{"$f":"IF(H27=\"4O\",\"Effect not known for 4O segments.\",IF(H$43+H$44>2*H$28,\"Right-side park length > segment length.\",\".\"))","v":"."},null,null,null,null,null,null,null,null,0,{"$f":"H28","v":0.4}]
[null,null,"On-street parallel parking length on left side, mi",null,null,null,null,0,{"$f":"IF(OR(H45<S45,H45>T45),\"Check\",\"\")","v":""},{"$f":"IF(H$45+H$46>2*H$28,\"Left-side park length > segment length.\",\".\")","v":"."},null,null,null,null,null,null,null,null,0,{"$f":"H28","v":0.4}]
[null,null,"On-street angle parking length on left side, mi",null,null,null,null,0,{"$f":"IF(OR(H46<S46,H46>T46),\"Check\",\"\")","v":""},{"$f":"IF(H29=\"4O\",\"Effect not known for 4O segments.\",IF(H$45+H$46>2*H$28,\"Left-side park length > segment length.\",\".\"))","v":"."},null,null,null,null,null,null,null,null,0,{"$f":"H28","v":0.4}]
[null,null,"Roadside fixed object count",null,null,null,null,18,"",{"$f":"IF(H47>0,ROUND(H47/H28,0)&\" objects per mile.\",\".\")","v":"45 objects per mile."},null,null,null,null,null,null,null,null,0,{"$f":"300*H28","v":120}]
[null,null,"Average roadside fixed object offset, ft",null,null,null,null,7,"",".",null,null,null,null,null,null,null,null,0,{"$f":"IF($H$27=\"4O\",25,30)","v":30}]
[]
[null,null,"Calibration Factors",null,null,null,null,"Value",null,null,"Default Values"]
[]
[null,null,"Local calibration factor (C)",null,null,null,null,{"$f":"K52","v":1},null,null,1,null,null,null,null,null,null,null,"Segment type","fped, ≤ 30 mph","fped, ≥ 35 mph","fbike, ≤ 30 mph","fbike, ≥ 35 mph"]
[null,null,"Adjustment factor for pedestrians (fped)",null,null,null,null,{"$f":"K53","v":2.4E-2},null,null,{"$f":"VLOOKUP($H$27,$S$53:$W$55,IF($H$31<=30,2,3),FALSE)","v":2.4E-2},null,null,null,null,null,null,null,"2O",1.7000000000000001E-2,1.7999999999999999E-2,1.0999999999999999E-2,1.6E-2]
[null,null,"Adjustment factor for bicyclists (fbike)",null,null,null,null,{"$f":"K54","v":1.0999999999999999E-2},null,null,{"$f":"VLOOKUP($H$27,$S$53:$W$55,IF($H$31<=30,4,5),FALSE)","v":1.0999999999999999E-2},null,null,null,null,null,null,null,"3O",2.4E-2,1.7000000000000001E-2,1.0999999999999999E-2,1.2E-2]
[null,null,"Severity distribution calibration factor (Csdf,ows)",null,null,null,null,{"$f":"K55","v":1},null,null,1,null,null,null,null,null,null,null,"4O",2.1000000000000001E-2,0.03,2.1000000000000001E-2,7.0000000000000001E-3]
[null,null,"Probability of fatality given K+A severity (PK|K+A)",null,null,null,null,{"$f":"K56","v":9.9000000000000005E-2},null,null,9.9000000000000005E-2]
[]
[null,null,"Crash Modification Factors",null,null,null,null,"F+I",null,null,"PDO",null,null,null,null,null,null,null,null,null,null,"F+I coefficients",null,null,"PDO coefficients"]
[null,null,null,null,null,null,null,"Multiple","Single",null,"Multiple","Single",null,null,null,null,null,null,"Value","Base",null,"Multiple","Single",null,"Multiple","Single",null,"Parallel parking CMF coefficients"]
[null,null,"Right shoulder width",null,null,null,null,{"$f":"EXP(V60*($S60-$T60))","v":1.0515339470050777},{"$f":"EXP(W60*($S60-$T60))","v":1.0515339470050777},null,{"$f":"EXP(Y60*($S60-$T60))","v":1.0515339470050777},{"$f":"EXP(Z60*($S60-$T60))","v":1.0515339470050777},null,null,null,null,null,null,{"$f":"H40","v":1.5},4,null,-2.01E-2,{"$f":"V60","v":-2.01E-2},null,-2.01E-2,{"$f":"Y60","v":-2.01E-2},null,"Segment type","F+I coefficients","PDO coefficients"]
[null,null,"On-street parallel parking",null,null,null,null,{"$f":"1+$S61*(V61-1)","v":1},{"$f":"1+$S61*(W61-1)","v":1},null,{"$f":"1+$S61*(Y61-1)","v":1},{"$f":"1+$S61*(Z61-1)","v":1},null,null,null,null,null,null,{"$f":"(H43+H45)/2/H28","v":0},null,null,{"$f":"VLOOKUP($H$27,$AB$60:$AD$63,MATCH(V$58,$AB$60:$AD$60,0),FALSE)","v":1.359},{"$f":"VLOOKUP($H$27,$AB$60:$AD$63,MATCH(V$58,$AB$60:$AD$60,0),FALSE)","v":1.359},null,{"$f":"VLOOKUP($H$27,$AB$60:$AD$63,MATCH(Y$58,$AB$60:$AD$60,0),FALSE)","v":1.359},{"$f":"VLOOKUP($H$27,$AB$60:$AD$63,MATCH(Y$58,$AB$60:$AD$60,0),FALSE)","v":1.359},null,"2O",1.1120000000000001,1.1120000000000001]
[null,null,"On-street angle parking",null,null,null,null,{"$f":"IF($H$27=\"4O\",1,1+$S62*(V62-1))","v":1},{"$f":"IF($H$27=\"4O\",1,1+$S62*(W62-1))","v":1},null,{"$f":"IF($H$27=\"4O\",1,1+$S62*(Y62-1))","v":1},{"$f":"IF($H$27=\"4O\",1,1+$S62*(Z62-1))","v":1},null,null,null,null,null,null,{"$f":"(H44+H46)/2/H28","v":0},null,null,4.3639999999999999,4.3639999999999999,null,4.3639999999999999,4.3639999999999999,null,"3O",1.359,1.359]
[null,null,"Major commercial driveways",null,null,null,null,{"$f":"EXP(V63*($S63-$T63))","v":1.2587258762236806},null,null,{"$f":"EXP(Y63*($S63-$T63))","v":1.2587258762236806},null,null,null,null,null,null,null,{"$f":"H35/H28","v":15},2,null,1.77E-2,null,null,1.77E-2,null,null,"4O",1.359,1.359]
[null,null,"Minor driveways",null,null,null,null,{"$f":"EXP(V64*($S64-$T64))","v":1.0351020283761143},null,null,{"$f":"EXP(Y64*($S64-$T64))","v":1.0351020283761143},null,null,null,null,null,null,null,{"$f":"H36/H28","v":17.5},10,null,4.5999999999999999E-3,null,null,4.5999999999999999E-3]
[null,null,"Automated speed enforcement",null,null,null,null,{"$f":"IF($S65=0,1,V65)","v":1},{"$f":"IF($S65=0,1,W65)","v":1},null,{"$f":"IF($S65=0,1,Y65)","v":1},{"$f":"IF($S65=0,1,Z65)","v":1},null,null,null,null,null,null,{"$f":"IF(H32=\"Yes\",1,0)","v":0},0,null,0.83,0.83,null,1,1]
[null,null,"Roadside fixed objects",null,null,null,null,null,{"$f":"1+0.01*$H47/$H28/EXP(W66*$S66)","v":1.2333752289182283},null,null,{"$f":"1+0.01*$H47/$H28/EXP(Z66*$S66)","v":1.2333752289182283},null,null,null,null,null,null,{"$f":"H48","v":7},null,null,null,9.3799999999999994E-2,null,null,9.3799999999999994E-2]

{"sheet":"Intersections","index":8,"n_rows":80,"n_cols":57,"rows_kept":80,"cut":false,"hidden":false,"merged":[[61,2,61,4],[60,2,60,4],[57,2,57,4],[56,5,56,12],[32,7,32,8],[33,7,33,8],[34,7,34,8],[26,7,26,8],[25,7,25,8],[27,7,27,8],[28,7,28,8],[31,7,31,8],[30,7,30,8],[29,7,29,8],[9,10,9,12],[8,10,8,12],[7,10,7,12],[6,10,6,12],[9,3,9,5],[8,3,8,5],[7,3,7,5],[6,3,6,5]]}
[]
[]
[null,null,"Safety Prediction Worksheet for Urban and Suburban Arterial Intersections"]
[]
[null,null,"General Information",null,null,null,null,null,"Site Information",null,null,null,null,null,null,null,null,null,{"$f":"Y23&\",\"&T$7","v":"2x2,F+I"},{"$f":"Y23&\",\"&U$7","v":"2x2,PDO"}]
[]
[null,null,"Analyst","JRF",null,null,null,null,"Major street name",null,"Main Street",null,null,null,null,null,null,null,{"$f":"H27&IF(H28=\"Signalized\",\"SG\",\"ST\")","v":"4SG"},"F+I","PDO",null,null,"3SG","4SG",null,null,"Coefficients by intersection type",null,null,null,null,null,null,null,"K+A","Two-way Signalized","One-way Signalized","Two-way stop",null,"B","Two-way Signalized","One-way Signalized","Two-way stop",null,"Max AADTs","Major","Minor"]
[null,null,"Agency","Kittelson",null,null,null,null,"Minor street name",null,"Doe Street",null,null,null,null,null,null,null,"Intercept",{"$f":"VLOOKUP($S$7,$AB$8:$AF$12,MATCH($S$5,$AB$8:$AF$8,0),FALSE)","v":-4.63},{"$f":"VLOOKUP($S$7,$AB$8:$AH$12,MATCH($T$5,$AB$8:$AH$8,0),FALSE)","v":-3.77},null,"Intercept",-6.6,-9.5299999999999994,{"$f":"VLOOKUP(W8,$W$7:$Y$12,MATCH($S$7,$W$7:$Y$7,0),FALSE)","v":-9.5299999999999994},null,"Intercept","2x2,F+I","1x2,F+I","1x1,F+I","2x2,PDO","1x2,PDO","1x1,PDO",null,"Constant",-1.7669999999999999,-2.0419999999999998,-1.1060000000000001,null,"Constant",-0.72499999999999998,-0.74099999999999999,-0.36099999999999999,null,"2x2,3ST",66800,8600]
[null,null,"Date",{"$f":"TODAY()","v":"2020-08-21"},null,null,null,null,"Intersection number",null,2,null,null,null,null,null,null,null,"Major AADT",{"$f":"VLOOKUP($S$7,$AB$13:$AF$17,MATCH($S$5,$AB$13:$AF$13,0),FALSE)","v":0.36},{"$f":"VLOOKUP($S$7,$AB$13:$AH$17,MATCH($T$5,$AB$13:$AH$13,0),FALSE)","v":0.27},null,"Total AADT",0.05,0.4,{"$f":"VLOOKUP(W9,$W$7:$Y$12,MATCH($S$7,$W$7:$Y$7,0),FALSE)","v":0.4},null,"3ST",-15.03,-9.1199999999999992,-9.2200000000000006,-14.97,-17.600000000000001,-17.989999999999998,null,"Area type",-0.11600000000000001,-0.40699999999999997,-0.38200000000000001,null,"Area type",-0.11600000000000001,-9.9000000000000005E-2,-0.27800000000000002,null,"2x2,4ST",54600,4600]
[null,null,"Location","Anywhere, FL",null,null,null,null,"Analysis year",null,2020,null,null,null,null,null,null,null,"Minor AADT",{"$f":"VLOOKUP($S$7,$AB$18:$AF$22,MATCH($S$5,$AB$18:$AF$18,0),FALSE)","v":0.27},{"$f":"VLOOKUP($S$7,$AB$18:$AH$22,MATCH($T$5,$AB$18:$AH$18,0),FALSE)","v":0.27},null,"AADT ratio",0.24,0.26,{"$f":"VLOOKUP(W10,$W$7:$Y$12,MATCH($S$7,$W$7:$Y$7,0),FALSE)","v":0.26},null,"3SG",-7.11,-11.21,-11.31,-5.07,-7.07,-7.46,null,"RTOR",-1.1659999999999999,null,null,null,"RTOR",-1.0740000000000001,null,null,null,"2x2,3SG",94000,31000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SPF",{"$f":"$H50*EXP(T8+T9*LN($H40)+T10*LN($I40))","v":6.068442644784148},{"$f":"$H50*EXP(U8+U9*LN($H40)+U10*LN($I40))","v":5.5846005640883698},null,"PedVol",0.41,0.45,{"$f":"VLOOKUP(W11,$W$7:$Y$12,MATCH($S$7,$W$7:$Y$7,0),FALSE)","v":0.45},null,"4ST",-10.08,-10.83,-10.93,-12.01,-12.06,-12.46,null,"U-turn",-0.14199999999999999,null,null,null,"U-turn",-6.9000000000000006E-2,null,null,null,"2x2,4SG",137600,68400]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(H28=\"Two-way stop\",H28,H39&\" \"&H28)","v":"Two-way Signalized"},"K+A","B",null,"Lanes",0.09,0.04,{"$f":"VLOOKUP(W12,$W$7:$Y$12,MATCH($S$7,$W$7:$Y$7,0),FALSE)","v":0.04},null,"4SG",-4.63,-5.47,-5.57,-3.77,-5.92,-6.31,null,"Major LT",-0.17799999999999999,-0.29599999999999999,null,null,"Major LT",-0.108,-0.255,null,null,"1x2,3ST",42700,13400]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Constant",{"$f":"VLOOKUP($S13,$AJ$7:$AM$16,MATCH($S$12,$AJ$7:$AM$7,0),FALSE)","v":-1.7669999999999999},{"$f":"VLOOKUP($S13,$AO$7:$AR$16,MATCH($S$12,$AO$7:$AR$7,0),FALSE)","v":-0.72499999999999998},null,"Npedbase",null,null,null,null,"Major AADT","2x2,F+I","1x2,F+I","1x1,F+I","2x2,PDO","1x2,PDO","1x1,PDO",null,"Lighting",-0.33100000000000002,null,-0.91800000000000004,null,"Lighting",null,null,-0.39700000000000002,null,"1x2,4ST",23400,19200]
[null,null,"Output Summary",null,null,"Predicted crash frequency, crashes / year",null,null,null,null,null,"Combined CMF",null,null,null,null,null,null,"Area type",-0.11600000000000001,-0.11600000000000001,null,null,null,null,null,null,"3ST",1.0900000000000001,0.65,0.65,1.35,1.53,1.53,null,"Minor LT",null,null,null,null,"Minor LT",null,null,-0.434,null,"1x2,3SG",43800,58800]
[null,null,null,null,null,"F+I","PDO","Total",null,null,null,"F+I","PDO",null,null,null,null,null,"RTOR",-1.1659999999999999,-1.0740000000000001,null,null,null,null,null,null,"3SG",0.65,0.59,0.59,0.47,0.49,0.49,null,"Minor RT channel",null,-0.30599999999999999,null,null,"Minor RT channel",null,-0.504,null,null,"1x2,4SG",77000,98900]
[null,null,null,null,"Total crashes",{"$f":"SUM(F17:F19)","v":4.6892733119100134},{"$f":"G17","v":4.1303705771997583},{"$f":"F16+G16","v":8.8196438891097717},null,null,"Total-vehicle crashes",{"$f":"PRODUCT(H69:H75)","v":0.73959999999999992},{"$f":"PRODUCT(K69:K75)","v":0.73959999999999992},null,null,null,null,null,"U-turn",-0.14199999999999999,-6.9000000000000006E-2,null,null,null,null,null,null,"4ST",0.57999999999999996,0.67,0.67,0.67,0.86,0.86,null,"Major RT channel",null,null,null,null,"Major RT channel",null,0.55700000000000005,null,null,"1x1,3ST",16900,11100]
[null,null,null,null,"Total-vehicle crashes",{"$f":"T11*L16","v":4.4882201800823553},{"$f":"U11*M16","v":4.1303705771997583},null,null,null,"Vehicle-pedestrian crashes",{"$f":"PRODUCT(H78:H80)","v":1},null,null,null,null,null,null,"Major LT",-0.17799999999999999,-0.108,null,null,null,null,null,null,"4SG",0.36,0.18,0.18,0.27,0.38,0.38,null,null,null,null,null,null,null,null,null,null,null,"1x1,4ST",11000,6800]
[null,null,null,null,"Vehicle-pedestrian crashes",{"$f":"IF(H28=\"Signalized\",EXP(Z8+Z9*LN(H40+I40)+Z10*LN(MIN(H40:I40)/MAX(H40:I40))+Z11*LN(H31)+Z12*H32)*L17,(F17+G17)*H51)","v":3.7299907439297571E-2},null,null,null,null,null,null,null,null,null,null,null,null,"Lighting",-0.33100000000000002,0,null,null,null,null,null,null,"Minor AADT","2x2,F+I","1x2,F+I","1x1,F+I","2x2,PDO","1x2,PDO","1x1,PDO",null,null,null,null,null,null,null,null,null,null,null,"1x1,3SG",20100,7500]
[null,null,null,null,"Vehicle-bicycle crashes",{"$f":"(F17+G17)*H52","v":0.16375322438836015},null,null,null,"Severity distribution for F+I crashes",null,null,null,null,null,null,null,null,"Minor LT",0,0,null,null,null,null,null,null,"3ST",0.53,0.11,0.11,0.15,0.31,0.31,null,null,null,null,null,null,null,null,null,null,null,"1x1,4SG",24300,16900]
[null,null,null,null,null,null,null,null,null,"K","A","B","C",null,null,null,null,null,"Minor RT channel",0,0,null,null,null,null,null,null,"3SG",0.16,0.56000000000000005,0.56000000000000005,0.14000000000000001,0.35,0.35]
[null,null,null,null,null,null,null,null,null,{"$f":"F16*T23*H55","v":3.2304662130233447E-2},{"$f":"F16*T23*(1-H55)","v":0.31136195627650537},{"$f":"F16*U23","v":1.1206588552234205},{"$f":"F16*(1-SUM(T23:U23))","v":3.2249478382798538},null,null,null,null,null,"Major RT channel",0,0,null,null,null,null,null,null,"4ST",0.6,0.41,0.41,0.75,0.51,0.51]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"V",{"$f":"T13+IF($H26=\"Urban\",1,0)*T14+IF(SUM($H44:$I44)=H27,1,0)*T15+H45*T16+$H42*T17+IF($H29=\"Yes\",1,0)*T18+$I42*T19+IF($I46>0,1,0)*T20+$H46*T21","v":-2.2389999999999999},{"$f":"U13+IF($H26=\"Urban\",1,0)*U14+IF(SUM($H44:$I44)=H27,1,0)*U15+H45*U16+$H42*U17+IF($H29=\"Yes\",1,0)*U18+$I42*U19+IF($I46>0,1,0)*U20+$H46*U21","v":-1.0569999999999999},null,"Major config","Minor config","Config","Check",null,"4SG",0.27,0.37,0.37,0.27,0.36,0.36]
[null,null,"Input Data",null,null,null,null,"Value",null,"Advisory Messages",null,null,null,null,null,null,null,null,"P",{"$f":"EXP(T22)/(1/$H53+EXP($T22)+EXP($U22))","v":7.3287819998437684E-2},{"$f":"EXP(U22)/(1/$H53+EXP($T22)+EXP($U22))","v":0.23898348010066381},null,{"$f":"IF(H39=\"Two-way\",2,1)","v":2},{"$f":"IF(I39=\"Two-way\",2,1)","v":2},{"$f":"W23&\"x\"&X23","v":"2x2"},{"$f":"VLOOKUP(I41,S27:AA35,MATCH(H41,S27:AA27,0),FALSE)","v":1}]
[]
[null,null,"Intersection Data"]
[null,null,"Area type",null,null,null,null,"Urban",null,".",null,null,null,null,null,null,null,null,"Check values","Major",null,null,null,null,null,null,null,null,"2x2","Major",null,null,null,null,null,null,null,null,"1x2","Major",null,null,null,null,null,null,null,null,"1x1","Major"]
[null,null,"Number of legs",null,null,null,null,4,null,{"$f":"S7& \" intersection type\"","v":"4SG intersection type"},null,null,null,null,null,null,null,null,"Minor",1,2,3,4,5,6,7,8,null,"Minor",1,2,3,4,5,6,7,8,null,"Minor",1,2,3,4,5,6,7,8,null,"Minor",1,2,3,4,5,6,7,8]
[null,null,"Traffic control type",null,null,null,null,"Signalized",null,".",null,null,null,null,null,null,null,null,1,{"$f":"IF($Y$23=\"2x2\",AD28,IF($Y$23=\"1x2\",AN28,AX28))","v":0},0,0,0,0,0,0,0,null,1,0,0,0,0,0,0,0,0,null,1,0,0,0,0,0,0,0,0,null,1,0,0,0,0,0,0,0,0]
[null,null,"Lighting present?",null,null,null,null,"No",null,".",null,null,null,null,null,null,null,null,2,0,0,0,0,0,1,0,1,null,2,0,0,0,0,0,1,0,1,null,2,0,1,1,1,0,0,0,0,null,2,0,1,1,1,0,0,0,0]
[null,null,"Red-light cameras present?",null,null,null,null,"No",null,".",null,null,null,null,null,null,null,null,3,0,0,0,0,0,0,0,0,null,3,0,0,0,0,0,0,0,0,null,3,0,0,0,0,0,0,0,0,null,3,0,1,1,1,0,0,0,0]
[null,null,"Daily pedestrian volume crossing all legs (peds/day)",null,null,null,null,50,null,".",null,null,null,null,null,null,null,null,4,0,0,0,0,0,1,0,1,null,4,0,0,0,0,0,1,0,1,null,4,0,1,1,1,0,0,0,0,null,4,0,1,1,1,0,0,0,0]
[null,null,"Maximum number of lanes crossed by a pedestrian",null,null,null,null,7,null,".",null,null,null,null,null,null,null,null,5,0,0,0,0,0,0,0,0,null,5,0,0,0,0,0,0,0,0,null,5,0,0,0,0,0,0,0,0,null,5,0,0,0,0,0,0,0,0]
[null,null,"Number of bus stops within 1,000 ft of intersection",null,null,null,null,0,null,".",null,null,null,null,null,null,null,null,6,0,0,0,1,0,1,0,1,null,6,0,0,0,1,0,1,0,1,null,6,0,1,1,1,0,0,0,0,null,6,0,0,0,0,0,0,0,0]
[null,null,"School(s) present within 1,000 ft of intersection?",null,null,null,null,"No",null,".",null,null,null,null,null,null,null,null,7,0,0,0,0,0,0,0,0,null,7,0,0,0,0,0,0,0,0,null,7,0,0,0,0,0,0,0,0,null,7,0,0,0,0,0,0,0,0]
[null,null,"Alcohol sales establishments within 1,000 ft",null,null,null,null,0,null,".",null,null,null,null,null,null,null,null,8,0,1,0,1,0,1,0,1,null,8,0,1,0,1,0,1,0,1,null,8,0,1,1,1,0,0,0,0,null,8,0,0,0,0,0,0,0,0]
[]
[null,null,"Street Data",null,null,null,null,"Major","Minor",{"$f":"IF(AND(OR(H31>V45,MAX(H40:I40)>MAX(T45:U45),MIN(H40:I40)>MIN(T45:U45)),H28=\"Signalized\"),\"Beyond range of veh-ped crash model\", \".\")","v":"."},null,null,null,null,null,null,null,null,"Major",null,null,"Minor"]
[]
[null,null,"Street configuration",null,null,null,null,"Two-way","Two-way",{"$f":"IF(AND(H39=\"Two-way\",I39=\"One-way\"), \"Major street must be one-way.\",Y23&\" intersection configuration\")","v":"2x2 intersection configuration"},null,null,null,null,null,null,null,null,"Minimum","Maximum","Check","Minimum","Maximum","Check"]
[null,null,"Annual average daily traffic (AADT), veh/day",null,null,null,null,35552.570158893614,19046.019727978721,{"$f":"IF(AND(OR(Y23=\"1x1\",Y23=\"2x2\"),H40<I40),\"Major AADT must exceed minor AADT.\",IF(U40=0,\"Check major\" & IF(X40=0,\" & minor volume.\", \" volume.\"),IF(X40=0,\"Check minor volume.\",\".\")))","v":"."},null,null,null,null,null,null,null,null,0,{"$f":"VLOOKUP(Y23&\",\"&S7,AT8:AV19,2,FALSE)","v":137600},{"$f":"IF(AND(H40>S40,H40<T40),1,0)","v":1},0,{"$f":"VLOOKUP(Y23&\",\"&S7,AT8:AV19,3,FALSE)","v":68400},{"$f":"IF(AND(I40>V40,I40<W40),1,0)","v":1}]
[null,null,"Number of through lanes",null,null,null,null,6,2,{"$f":"IF(Z23=0,\"Invalid lane count combination.\",\".\")","v":"."}]
[null,null,"Number of approaches with left-turn lanes",null,null,null,null,2,2,{"$f":"IF(OR(AND(W23=1,H42=2),AND(X23=1,I42=2)),\"Can only have one left-turn lane.\",\".\")","v":"."},null,null,null,null,null,null,null,null,"Ped max values","Major","Minor","PedVol"]
[null,null,"Number of left-turn movements with protected phasing",null,null,null,null,2,0,{"$f":"IF(AND(Y23=\"1x1\",H43>0,I43>0),\"Can only have one left-turn movement.\",\".\")","v":"."},null,null,null,null,null,null,null,null,"3SG",74300,51500,34200]
[null,null,"Number of right-turn movements prohibited on red",null,null,null,null,0,0,{"$f":"IF(AND(Y23=\"1x1\",H44>0,I44>0),\"Can only have one right-turn movement.\",\".\")","v":"."},null,null,null,null,null,null,null,null,"4SG",80200,49100,12600]
[null,null,"Number of U-turn movements prohibited",null,null,null,null,0,0,".",null,null,null,null,null,null,null,null,"Value",{"$f":"VLOOKUP($S7,$S43:$V44,2,FALSE)","v":80200},{"$f":"VLOOKUP($S7,$S43:$V44,3,FALSE)","v":49100},{"$f":"VLOOKUP($S7,$S43:$V44,4,FALSE)","v":12600}]
[null,null,"Number of approaches with right-turn channelization",null,null,null,null,0,0,{"$f":"IF(AND(Y23=\"1x1\",H46>0, I46>0),\"Can only have one right-turn movement.\",\".\")","v":"."}]
[]
[null,null,"Calibration Factors",null,null,null,null,"Value",null,null,"Default Values"]
[]
[null,null,"Local calibration factor (C)",null,null,null,null,{"$f":"K50","v":1},null,null,1,null,null,null,null,null,null,null,"Configuration","PK|K+A",null,"fped for ST",3,4,null,"fbike","Two-way","One-way"]
[null,null,"Adjustment factor for pedestrians for stop control (fped)",null,null,null,null,4.9000000000000002E-2,null,null,{"$f":"VLOOKUP(H39,V50:X52,MATCH(H27,V50:X50,0),FALSE)","v":4.9000000000000002E-2},null,null,null,null,null,null,null,"Two-way Signalized",9.4E-2,null,"Two-way",5.0999999999999997E-2,4.9000000000000002E-2,null,"3ST",4.8000000000000001E-2,1.7999999999999999E-2]
[null,null,"Adjustment factor for bicyclists (fbike)",null,null,null,null,1.9E-2,null,null,{"$f":"VLOOKUP(S7,Z50:AB54,MATCH(H39,Z50:AB50,0),FALSE)","v":1.9E-2},null,null,null,null,null,null,null,"One-way Signalized",4.5999999999999999E-2,null,"One-way",1.4999999999999999E-2,0.02,null,"3SG",2.9000000000000001E-2,1.6E-2]
[null,null,"Severity distribution calibration factor, 2-way (Csdf,twi)",null,null,null,null,1,null,null,1,null,null,null,null,null,null,null,"Two-way stop",4.2999999999999997E-2,null,null,null,null,null,"4ST",3.9E-2,2.1999999999999999E-2]
[null,null,"Severity distribution calibration factor, 1-way (Csdf,owi)",null,null,null,null,1,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4SG",1.9E-2,1.2E-2]
[null,null,"Probability of fatality given K+A severity (PK|K+A)",null,null,null,null,9.4E-2,null,null,{"$f":"VLOOKUP(S12,S51:T53,2,FALSE)","v":9.4E-2}]
[]
[null,null,null,null,null,"Manner of Collision Proportions"]
[null,null,"2x2 intersections",null,null,"3ST, F+I","3ST, PDO","3SG, F+I","3SG, PDO","4ST, F+I","4ST, PDO","4SG, F+I","4SG, PDO"]
[null,null,"Rear-end collision proportion",null,null,9.4E-2,0.154,0.12,0.189,7.9000000000000001E-2,9.8000000000000004E-2,8.3000000000000004E-2,0.14799999999999999]
[null,null,"Angle colllision proportion",null,null,0.76400000000000001,0.629,0.67600000000000005,0.55400000000000005,0.80600000000000005,0.70699999999999996,0.746,0.55200000000000005]
[]
[null,null,"1x2 or 1x1 intersections",null,null,"3ST, F+I","3ST, PDO","3SG, F+I","3SG, PDO","4ST, F+I","4ST, PDO","4SG, F+I","4SG, PDO"]
[null,null,"Rear-end collision proportion",null,null,0.1,0.1,0.111,0.14299999999999999,4.7E-2,6.5000000000000002E-2,0.03,5.8999999999999997E-2]
[null,null,"Angle colllision proportion",null,null,0.3,0.25,0.88900000000000001,0.57099999999999995,0.82199999999999995,0.70599999999999996,0.83699999999999997,0.73299999999999998]
[]
[null,null,"Crash Modification Factors",null,null,null,null,"F+I",null,null,"PDO"]
[]
[null,null,"Total-vehicle crash CMFs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Value","F+I","PDO","Two-way,F+I","One-way,F+I","Two-way,PDO","One-way,PDO",null,null,"Proportions",{"$f":"VLOOKUP(S7,AB71:AC74,2,FALSE)","v":0.23499999999999999},null,"Street","Base #","P",null,"pra(mv+sv)(FI)",{"$f":"IF(Y23=\"2x2\",HLOOKUP(S7&\", F+I\", F58:M60,3,FALSE), HLOOKUP(S7&\", F+I\", F62:M64,3,FALSE))","v":0.746}]
[null,null,"Lighting",null,null,null,null,{"$f":"1-$T69*$S69*$AC68","v":1},null,null,{"$f":"1-$U69*$S69*$AC68","v":1},null,null,null,null,null,null,null,{"$f":"IF(H29=\"Yes\",1,0)","v":0},{"$f":"IF(H$39=\"Two-way\",V69,W69)","v":0.38},{"$f":"IF(H$39=\"Two-way\",X69,Y69)","v":0.38},0.38,0.38,0.38,0.38,null,null,null,null,null,"Major",{"$f":"IF(W23=2,6,2)","v":6},{"$f":"H40/(H40+I40)","v":0.65116279069767447},null,"pra(mv+sv)(PDO)",{"$f":"IF(Y23=\"2x2\",HLOOKUP(S7&\", PDO\", F58:M60,3,FALSE), HLOOKUP(S7&\", F+I\", F62:M64,3,FALSE))","v":0.55200000000000005}]
[null,null,"Red-light cameras",null,null,null,null,{"$f":"IF(H30=\"Yes\",1-AJ72*(1-AJ74)-AJ73*(1-AJ75),1)","v":1},null,null,{"$f":"IF(H30=\"Yes\",1-AJ72*(1-AJ74)-AJ73*(1-AJ75),1)","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Configuration","Lighting",null,"Minor",2,{"$f":"I40/(H40+I40)","v":0.34883720930232559},null,"pre(mv+sv)(FI)",{"$f":"IF(Y23=\"2x2\",HLOOKUP(S7&\", F+I\", F58:M60,2,FALSE), HLOOKUP(S7&\", F+I\", F62:M64,2,FALSE))","v":8.3000000000000004E-2}]
[null,null,"Left-turn signal phasing",null,null,null,null,{"$f":"IF($H$28=\"Signalized\",$T71^$S71,1)","v":0.73959999999999992},null,null,{"$f":"IF($H$28=\"Signalized\",$U71^$S71,1)","v":0.73959999999999992},null,null,null,null,null,null,null,{"$f":"SUM(H43:I43)","v":2},{"$f":"IF(H$39=\"Two-way\",V71,W71)","v":0.86},{"$f":"IF(H$39=\"Two-way\",X71,Y71)","v":0.86},0.86,1,0.86,1,null,null,"3ST",0.23799999999999999,null,null,null,null,null,"pre(mv+sv)(PDO)",{"$f":"IF(Y23=\"2x2\",HLOOKUP(S7&\", PDO\", F58:M60,2,FALSE), HLOOKUP(S7&\", F+I\", F62:M64,2,FALSE))","v":0.14799999999999999}]
[null,null,"Right-turn-on-red",null,null,null,null,{"$f":"IF($H$28=\"Signalized\",$T72^$S72,1)","v":1},null,null,{"$f":"IF($H$28=\"Signalized\",$U72^$S72,1)","v":1},null,null,null,null,null,null,null,{"$f":"SUM(H44:I44)","v":0},{"$f":"IF(H$39=\"Two-way\",V72,W72)","v":0.98},{"$f":"IF(H$39=\"Two-way\",X72,Y72)","v":0.98},0.98,0.98,0.98,0.98,null,null,"3SG",0.23499999999999999,null,null,null,null,null,"pra",{"$f":"(AJ68*T11+AJ69*U11)/(T11+U11)","v":0.65302750431679146}]
[null,null,"U-turn prohibition",null,null,null,null,{"$f":"IF($H$28=\"Signalized\",$T73^$S73,1)","v":1},null,null,{"$f":"IF($H$28=\"Signalized\",$U73^$S73,1)","v":1},null,null,null,null,null,null,null,{"$f":"SUM(H45:I45)","v":0},{"$f":"IF(H$39=\"Two-way\",V73,W73)","v":0.96},{"$f":"IF(H$39=\"Two-way\",X73,Y73)","v":0.96},0.96,1,0.96,1,null,null,"4ST",0.22900000000000001,null,null,null,null,null,"pre",{"$f":"(AJ70*T11+AJ71*U11)/(T11+U11)","v":0.11415057845055958}]
[null,null,"Right-turn channelization",null,null,null,null,{"$f":"IF($H$28=\"Signalized\",EXP($T74*$S74),1)","v":1},null,null,{"$f":"IF($H$28=\"Signalized\",EXP($T74*$S74),1)","v":1},null,null,null,null,null,null,null,{"$f":"H46","v":0},{"$f":"IF(H$39=\"Two-way\",V74,W74)","v":0.2175},{"$f":"IF(H$39=\"Two-way\",X74,Y74)","v":0.2175},0.2175,0,0.2175,0,null,null,"4SG",0.23499999999999999,null,null,null,null,null,"cra",0.74]
[null,null,"Number of lanes",null,null,null,null,{"$f":"IF($H$28=\"Signalized\",(EXP(T75*(H41-AF69))*AG69+1-AG69)*(EXP(T75*(I41-AF70))*AG70+1-AG70),1)","v":1},null,null,{"$f":"IF($H$28=\"Signalized\",(EXP(U75*(H41-AF69))*AG69+1-AG69)*(EXP(U75*(I41-AF70))*AG70+1-AG70),1)","v":1},null,null,null,null,null,null,null,null,{"$f":"IF(H$39=\"Two-way\",V75,W75)","v":0.19400000000000001},{"$f":"IF(H$39=\"Two-way\",X75,Y75)","v":0.19400000000000001},0.19400000000000001,0.24199999999999999,0.19400000000000001,0.24199999999999999,null,null,null,null,null,null,null,null,null,"cre",1.18]
[]
[null,null,"Vehicle-pedestrian crash CMFs",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Value",0,1,2,3,4,5,6,7,8,"Max"]
[null,null,"Bus stops",null,null,null,null,{"$f":"HLOOKUP(S78,T$77:AC$80,2,FALSE)","v":1},null,null,null,null,null,null,null,null,null,null,{"$f":"IF(H33<2,H33,\"Max\")","v":0},1,2.78,null,null,null,null,null,null,null,4.1500000000000004]
[null,null,"Schools",null,null,null,null,{"$f":"HLOOKUP(S79,T$77:AC$80,3,FALSE)","v":1},null,null,null,null,null,null,null,null,null,null,{"$f":"IF(H34=\"No\",0,\"Max\")","v":0},1,null,null,null,null,null,null,null,null,1.35]
[null,null,"Alcohol sales establishments",null,null,null,null,{"$f":"HLOOKUP(S80,T$77:AC$80,4,FALSE)","v":1},null,null,null,null,null,null,null,null,null,null,{"$f":"IF(H35<9,H35,\"Max\")","v":0},1,1.1200000000000001,1.1200000000000001,1.1200000000000001,1.1200000000000001,1.1200000000000001,1.1200000000000001,1.1200000000000001,1.1200000000000001,1.56]

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[null,"Crash Totals Tabulation"]
[]
[null,"Empirical Bayes",null,null,null,"Facility Totals",null,null,"Project-Level Observed Crash Totals",null,null,null,null,null,null,null,null,"Total Expected Crash Frequency, crashes / year",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Npredicted:",null,"w0:"]
[null,"adjustment type:",null,null,null,"MV+SV:",null,null,"Crash type",null,null,null,null,null,"F+I","PDO",null,"Site type",null,"Multiple-vehicle",null,"Single-vehicle",null,"Total-vehicle",null,"Veh-ped","Veh-bike",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nobserved:",null,"N0:"]
[null,"Site-specific",null,null,null,"VP+VB:",null,null,"Multiple-vehicle crashes on segments:",null,null,null,null,null,null,null,null,null,null,"F+I","PDO","F+I","PDO","F+I","PDO","F+I","F+I",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Npredictedw0:",null,"w1:"]
[null,null,null,null,null,"F+I:",null,null,"Single-vehicle crashes on segments:",null,null,null,null,null,null,null,null,"Segments:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Npredictedw1:",null,"N1:",null,"Nexpected:"]
[null,null,null,null,null,"PDO:",null,null,"Total-vehicle crashes at all intersections:",null,null,null,null,null,null,null,null,"Intersections:"]
[null,null,null,null,null,"Total:",null,null,"Vehicle-pedestrian crashes at signalized intersections:",null,null,null,null,null,null,null,null,"Total:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Archived data"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Origin sheet",null,"Values"]
[null,"Segment Site Information",null,null,null,"Predicted crash frequency, crashes / year",null,null,null,null,null,null,null,"Site-specific observed crash totals",null,null,null,"Expected crash frequency, crashes / year",null,null,null,null,null,null,null,"Combined CMF",null,null,null,"Location information",null,null,null,null,"Length","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,null,null,null,null,"Inverse dispersion parameter coefficients"]
[null,null,null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian",null,"Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian",null,"Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,null,null,null,null,null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Type","Multiple-vehicle",null,"Single-vehicle",null,null,null,"Multiple-vehicle",null,"Single-vehicle"]
[null,"Number","Year","Type","Street number","F+I","PDO","F+I","PDO","F+I",null,"F+I",null,"F+I","PDO","F+I","PDO","F+I","PDO","F+I","PDO","F+I",null,"F+I",null,"F+I","PDO","F+I","PDO","Location","Street name",null,null,null,null,null,"MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO",null,"MV F+I","MV PDO","SV F+I","SV PDO",null,"Type","MV F+I","MV PDO","SV F+I","SV PDO"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nobserved",null,null,null,null,null,"6D",2.0499999999999998,1.91,1.5,2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Npredictedw0",null,null,null,null,null,"7T",1.3,1.08,3.08,1.97]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Npredictedw1",null,null,null,null,null,"8D",2.4900000000000002,1.67,2.0099999999999998,1.84]
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[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Intersection Site Information",null,null,null,"Predicted crash frequency, crashes / year",null,null,null,null,null,null,null,"Site-specific observed crash totals",null,null,null,"Expected crash frequency, crashes / year",null,null,null,null,null,null,null,"Combined CMF",null,null,null,"Location information",null,null,null,null,"Type","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,null,null,null,null,"Inverse dispersion parameter coefficients"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nobserved",null,null,null,null,null,"3SG, Two-way",1.93,1,0.52]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Npredictedw0",null,null,null,null,null,"4ST, Two-way",1.67,0.88]
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{"sheet":"Crash Cost Totals","index":10,"n_rows":47,"n_cols":11,"rows_kept":47,"cut":false,"hidden":false,"merged":[[6,1,8,3],[11,10,12,10],[3,9,5,13],[3,4,3,5],[11,5,12,5],[5,1,5,2],[30,10,31,10],[30,8,31,8],[30,9,31,9],[10,1,11,4],[29,1,30,4],[11,6,12,6],[11,8,12,8],[11,9,12,9],[30,7,31,7],[11,7,12,7],[30,5,31,5],[30,6,31,6]]}
[]
[null,"Crash Cost Totals Summary"]
[]
[null,"Empirical Bayes",null,null,"Global Inputs",null,null,null,null,"*If using \"Site-specific\" Empirical Bayes analysis (which can be selected on the Totals tab), ensure that observed crashes have been entered for all segments and intersections on the Totals tab."]
[null,"adjustment type:",null,null,"Open Year",2025]
[null,{"$f":"Totals!B6","v":"Site-specific"},null,null,"Period",20]
[null,"Project-level EB Adjustment is not compatible with Crash Cost Analysis",null,null,"Rate of Return",0.04]
[]
[]
[]
[null,"Segment Site Information"]
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[null,{"$f":"IF(NOT(ISBLANK(Totals!B19)),Totals!B19,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!C19)),Totals!C19,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!D19)),Totals!D19,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!E19)),Totals!E19,\"\")","v":""}]
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[null,{"$f":"IF(NOT(ISBLANK(Totals!B21)),Totals!B21,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!C21)),Totals!C21,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!D21)),Totals!D21,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!E21)),Totals!E21,\"\")","v":""}]
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[null,{"$f":"IF(NOT(ISBLANK(Totals!B25)),Totals!B25,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!C25)),Totals!C25,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!D25)),Totals!D25,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!E25)),Totals!E25,\"\")","v":""}]
[null,{"$f":"IF(NOT(ISBLANK(Totals!B26)),Totals!B26,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!C26)),Totals!C26,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!D26)),Totals!D26,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!E26)),Totals!E26,\"\")","v":""}]
[null,{"$f":"IF(NOT(ISBLANK(Totals!B27)),Totals!B27,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!C27)),Totals!C27,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!D27)),Totals!D27,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!E27)),Totals!E27,\"\")","v":""}]
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[]
[null,"Intersection Site Information"]
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[null,{"$f":"IF(NOT(ISBLANK(Totals!B36)),Totals!B36,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!C36)),Totals!C36,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!D36)),Totals!D36,\"\")","v":""},{"$f":"IF(NOT(ISBLANK(Totals!E36)),Totals!E36,\"\")","v":""},null,null,"6U"]
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[]
[]
[]
[]
["Segment Lighting Adjustment Factors",null,null,null,null,null,null,null,null,"Segment Default Crash Distributions",null,null,null,null,null,"DEPRECATED",null,"Intersection Default Crash Distributions"]
[null,"Seg Type","Lighting","% w/ Lighting","Lighting CMF","f_adj",null,null,null,"K","A","B","C","O",null,null,null,"K","A","B","C","O"]
["Two-way","6U",1.7,{"$f":"C7/2","v":0.85},0.94,{"$f":"1/(E7*D7 + 1*(1-D7))","v":1.053740779768177},null,"Two-way","6U",7.0931660073659799E-3,3.9421634156322466E-2,0.14063565679989087,0.23625699086072841,0.57659255217569227,null,"Urban","3ST",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
[null,"6D",1.4,{"$f":"C8/2","v":0.7},0.94,1.0438413361169103,null,null,"6D",5.99310227850964E-3,4.2163736077344943E-2,0.12721207666647821,0.23839543167298016,0.58623565330468708,null,null,"4ST",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
[null,"7T",1.5,0.75,0.94,1.0471204188481675,null,null,"7T","-","-","-","-","-",null,null,"3SG",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
[null,"8D",1.9,0.95,0.94,1.0604453870625663,null,null,"8D",3.6496350364963502E-3,4.1804910418049103E-2,0.12475116124751161,0.23623092236230922,0.59356337093563372,null,null,"4SG",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
["One-way","2O",1.38,0.69,0.94,1.0431879824744419,null,"One-way","2O",3.5668991756499682E-3,3.0992390615091948E-2,0.11826252377932783,0.21551997463538364,0.63165821179454662,null,"Rural","3ST",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
[null,"3O",1.62,0.81,0.94,1.0510826150935464,null,null,"3O",3.2733224222585926E-3,2.3039153972050863E-2,0.10273196525242352,0.17625582273700113,0.69469973561626586,null,null,"4ST",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
[null,"4O",1.74,0.87,0.94,1.0550749103186325,null,null,"4O",8.8417329796640137E-4,1.1494252873563218E-2,0.11671087533156499,0.1927497789566755,0.67816091954022983,null,null,"3SG",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4SG",8.9999999999999993E-3,6.2E-2,0.16600000000000001,0.223,0.54]
[]
[]
[]
[null,null,null,null,null,null,null,"Facility Type",null,null,null,"Intersection Type",null,null,"Abbreviation","Intersection Default Crash Severity Distribution"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"K","A","B","C","O"]
[null,null,null,null,null,null,null,"Urban & Suburban Arterials: Intersections on 6+ lanes",null,null,null,"3-leg stop-control (U3STM)",null,null,"3ST",7.6335877862595417E-3,4.6393787838904972E-2,0.13635167149249802,0.24124769676230587,0.56837325612003153]
[null,null,null,null,null,null,null,null,null,null,null,"3-leg signalized (U3SGM)",null,null,"3SG",3.8989277948564146E-3,3.7189772812476568E-2,0.11659293694234085,0.23468546149808803,0.6076329009522381]
[null,null,null,null,null,null,null,null,null,null,null,"4-leg stop-control (U4STM)",null,null,"4ST",8.6956521739130436E-3,4.9030100334448164E-2,0.14501672240802677,0.24301003344481606,0.55424749163879594]
[null,null,null,null,null,null,null,null,null,null,null,"4-leg signalized (U4SGM)",null,null,"4SG",3.6273299498574977E-3,3.1868684559462304E-2,0.11226433785987533,0.22381235425906451,0.6284272933717403]
[null,null,null,null,null,null,null,"Urban & Suburban Arterials: Intersections on one-way roads",null,null,null,"3-leg stop-control (U3STO)",null,null,"3ST",1.2264150943396227E-2,2.6415094339622643E-2,0.10943396226415095,0.17075471698113207,0.68113207547169807]
[null,null,null,null,null,null,null,null,null,null,null,"3-leg signalized (U3SGO)",null,null,"3SG",0,8.0971659919028341E-3,4.5883940620782729E-2,0.1039136302294197,0.84210526315789469]
[null,null,null,null,null,null,null,null,null,null,null,"4-leg stop-control (U4STO)",null,null,"4ST",4.3066322136089581E-3,3.7037037037037035E-2,0.10335917312661498,0.1739879414298019,0.68130921619293716]
[null,null,null,null,null,null,null,null,null,null,null,"4-leg signalized (U4SGO)",null,null,"4SG",1.4977533699450823E-3,2.0136461973706107E-2,7.9380928607089368E-2,0.16075886170743883,0.73822599434182057]

{"sheet":"TWS Crash Cost #1","index":12,"n_rows":132,"n_cols":63,"rows_kept":132,"cut":false,"hidden":false,"merged":[[73,3,73,9],[73,11,73,17],[11,35,11,36],[11,37,11,38],[11,39,11,40],[10,57,10,62],[11,1,11,2],[11,4,11,9],[11,11,11,17],[11,25,11,26],[11,27,11,28],[11,29,11,30],[11,31,11,32],[11,33,11,34],[11,52,11,53],[11,57,11,58],[11,59,11,60],[11,43,11,44],[11,45,11,46],[11,50,11,51],[7,53,8,55],[8,6,8,7],[9,23,9,40],[10,23,12,23],[10,24,12,24],[10,25,10,28],[10,29,10,32],[10,33,10,36],[10,37,10,40],[10,43,10,48],[7,50,8,52],[10,50,10,55],[6,1,6,2],[6,6,6,7],[6,20,7,21],[6,22,7,23],[7,6,7,7],[0,1,1,18],[2,20,3,23],[3,13,3,17],[4,1,4,2],[4,4,4,5],[4,6,4,8],[4,20,5,21],[4,22,5,23],[5,1,5,2],[5,6,5,7]]}
[null,"T W O   W A Y   S E G M E N T S "]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"FROM CRASH COST TOTALS TAB",null,"FROM TOTAL TAB",null,null,null,null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,"Opening Year =",2025,"Segment Type =",null,"6D",null,null,null,"%",{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 2, FALSE)","v":5.99310227850964E-3},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 3, FALSE)","v":4.2163736077344943E-2},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 4,FALSE)","v":0.12721207666647821},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 5,FALSE)","v":0.23839543167298016},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 6, FALSE)","v":0.58623565330468708},{"$f":"SUM(N6:R6)","v":1}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"Analysis Period =",20,"Analysis Year AADT =",null,30000,null,null,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$J$76:$J$132)","v":16829369.444286283},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$R$76:$R$132)","v":15819607.277629109}]
[null,null,null,null,"Growth Rate =",0.01,"Segment Length (mi) =",null,0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor to Reset to No Lighting Base Condition",null,null,{"$f":"VLOOKUP(I6,Factors!$B$7:$F$13,5, FALSE)","v":1.0438413361169103}]
[null,null,null,null,"Rate of Return =",0.04,"Analysis Year =",null,2020,null,null,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Original Mixed Lighting Predicted crash total",null,null,null,null,null,null,"Adjusted Predicted crash total",null,null,null,null,null,null,"EB Adjusted crash total"]
[null,"AADT / Year",null,null,"Annual Number of Crashes - No Lighting",null,null,null,null,null,null,"Annual Number of Crashes - With Lighting",null,null,null,null,null,null,null,null,null,null,null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle"]
[null,"Year","Major AADT",null,"Site Specific (Np/e)","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,"Lighting CMF","Adjusted Np/e","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,null,null,null,null,null,null,"MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO",null,null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I"]
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{"sheet":"TWS Crash Cost #2","index":13,"n_rows":132,"n_cols":63,"rows_kept":132,"cut":false,"hidden":false,"merged":[[73,3,73,9],[73,11,73,17],[11,35,11,36],[11,37,11,38],[11,39,11,40],[10,57,10,62],[11,1,11,2],[11,4,11,9],[11,11,11,17],[11,25,11,26],[11,27,11,28],[11,29,11,30],[11,31,11,32],[11,33,11,34],[11,52,11,53],[11,57,11,58],[11,59,11,60],[11,43,11,44],[11,45,11,46],[11,50,11,51],[7,53,8,55],[8,6,8,7],[9,23,9,40],[10,23,12,23],[10,24,12,24],[10,25,10,28],[10,29,10,32],[10,33,10,36],[10,37,10,40],[10,43,10,48],[7,50,8,52],[10,50,10,55],[6,1,6,2],[6,6,6,7],[6,20,7,21],[6,22,7,23],[7,6,7,7],[0,1,1,18],[2,20,3,23],[3,13,3,17],[4,1,4,2],[4,4,4,5],[4,6,4,8],[4,20,5,21],[4,22,5,23],[5,1,5,2],[5,6,5,7]]}
[null,"T W O   W A Y   S E G M E N T S "]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"FROM CRASH COST TOTALS TAB",null,"FROM TOTAL TAB",null,null,null,null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,"Opening Year =",2025,"Segment Type =",null,"6D",null,null,null,"%",{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 2, FALSE)","v":5.99310227850964E-3},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 3, FALSE)","v":4.2163736077344943E-2},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 4,FALSE)","v":0.12721207666647821},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 5,FALSE)","v":0.23839543167298016},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 6, FALSE)","v":0.58623565330468708},{"$f":"SUM(N6:R6)","v":1}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"Analysis Period =",20,"Analysis Year AADT =",null,28000,null,null,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$J$76:$J$132)","v":20653178.658595044},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$R$76:$R$132)","v":19413987.939079344}]
[null,null,null,null,"Growth Rate =",0.01,"Segment Length (mi) =",null,0.7,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor to Reset to No Lighting Base Condition",null,null,{"$f":"VLOOKUP(I6,Factors!$B$7:$F$13,5, FALSE)","v":1.0438413361169103}]
[null,null,null,null,"Rate of Return =",0.04,"Analysis Year =",null,2020,null,null,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Original Mixed Lighting Predicted crash total",null,null,null,null,null,null,"Adjusted Predicted crash total",null,null,null,null,null,null,"EB Adjusted crash total"]
[null,"AADT / Year",null,null,"Annual Number of Crashes - No Lighting",null,null,null,null,null,null,"Annual Number of Crashes - With Lighting",null,null,null,null,null,null,null,null,null,null,null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle"]
[null,"Year","Major AADT",null,"Site Specific (Np/e)","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,"Lighting CMF","Adjusted Np/e","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,null,null,null,null,null,null,"MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO",null,null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I"]
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{"sheet":"OWS Crash Cost #1","index":14,"n_rows":132,"n_cols":63,"rows_kept":132,"cut":false,"hidden":false,"merged":[[73,3,73,9],[73,11,73,17],[11,35,11,36],[11,37,11,38],[11,39,11,40],[10,57,10,62],[11,1,11,2],[11,4,11,9],[11,11,11,17],[11,25,11,26],[11,27,11,28],[11,29,11,30],[11,31,11,32],[11,33,11,34],[11,52,11,53],[11,57,11,58],[11,59,11,60],[11,43,11,44],[11,45,11,46],[11,50,11,51],[7,53,8,55],[8,6,8,7],[9,23,9,40],[10,23,12,23],[10,24,12,24],[10,25,10,28],[10,29,10,32],[10,33,10,36],[10,37,10,40],[10,43,10,48],[7,50,8,52],[10,50,10,55],[6,1,6,2],[6,6,6,7],[6,20,7,21],[6,22,7,23],[7,6,7,7],[0,1,1,18],[2,20,3,23],[3,13,3,17],[4,1,4,2],[4,4,4,5],[4,6,4,8],[4,20,5,21],[4,22,5,23],[5,1,5,2],[5,6,5,7]]}
[null,"O N E   W A Y   S E G M E N T S "]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,"Empirical Bayes",null,null,"FROM CRASH COST TOTALS TAB",null,"FROM TOTAL TAB",null,null,null,null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,"Opening Year =",2025,"Segment Type =",null,"3O",null,null,null,"%",{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 2,FALSE)","v":3.2733224222585926E-3},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 3, FALSE)","v":2.3039153972050863E-2},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 4, FALSE)","v":0.10273196525242352},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 5, FALSE)","v":0.17625582273700113},{"$f":"VLOOKUP($I$6,Factors!$I$7:$N$13, 6, FALSE)","v":0.69469973561626586},{"$f":"SUM(N6:R6)","v":1}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,"Analysis Period =",20,"Analysis Year AADT =",null,20000,null,null,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$J$76:$J$132)","v":9295456.9070051536},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$R$76:$R$132)","v":8737729.4925848469}]
[null,null,null,null,"Growth Rate =",0.01,"Segment Length (mi)  =",null,0.4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor to Reset to No Lighting Base Condition",null,null,{"$f":"VLOOKUP(I6,Factors!$B$7:$F$13,5, FALSE)","v":1.0510826150935464}]
[null,null,null,null,"Rate of Return =",0.04,"Analysis Year =",null,2020,null,null,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,null,null,null,null,null,null,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Length","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Original Mixed Lighting Predicted crash total",null,null,null,null,null,null,"Adjusted Predicted crash total",null,null,null,null,null,null,"EB Adjusted crash total"]
[null,"AADT / Year",null,null,"Annual Number of Crashes - No Lighting",null,null,null,null,null,null,"Annual Number of Crashes - With Lighting",null,null,null,null,null,null,null,null,null,null,null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Multiple-vehicle",null,"Single-vehicle",null,null,null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Multiple-vehicle",null,"Single-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle"]
[null,"Year","Major AADT",null,"Site Specific (Np/e)","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,"Lighting CMF","Adjusted Np/e","Fatality","Incap.","Non-Inc.","Poss. Injury","PDO",null,null,null,null,null,null,null,"MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO","MV F+I","MV PDO","SV F+I","SV PDO",null,null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I",null,"MV F+I","MV PDO","SV F+I","SV PDO","F+I","F+I"]
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[null,"I N T E R S E C T I O N S"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,"FROM TOTAL TAB",null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,"Empirical Bayes",null,null,null,"Area Type =",null,"Urban",null,"FROM CRASH COST TOTALS",null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,null,"Intersection Type =",null,"4SG",null,"Opening Year =",2025,null,"%",{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 2, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 2, FALSE))","v":3.6273299498574977E-3},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 3, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 3, FALSE))","v":3.1868684559462304E-2},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23,4, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 4, FALSE))","v":0.11226433785987533},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 5, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 5, FALSE))","v":0.22381235425906451},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 6, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 6, FALSE))","v":0.6284272933717403},{"$f":"SUM(N6:R6)","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Intersection Lighting CMF",null,null,{"$f":"1-0.38*VLOOKUP(H6,Intersections!AB71:AC74,2,FALSE)","v":0.91070000000000007}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,null,"Analysis Year Major AADT =",null,30000,null,"Analysis Period =",20,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$K$76:$K$132)","v":26710313.74328113},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$S$76:$S$132)","v":24378247.218666397}]
[null,null,null,null,null,"Analysis Year Minor AADT =",null,15000,null,"Major Growth Rate =",0.01,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment to \"No Lighting\" Base Condition (1.0 if Intersection analyzed w/ Lighting=No)",null,null,{"$f":"IF(H10=\"No\",1,1/AZ6)","v":1}]
[null,null,null,null,null,"Analysis Year =",null,2020,null,"Minor Growth Rate =",0.01,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,"Analyzed W/ Lighting = ",null,"No",null,"Rate of Return =",0.04,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Predicted crash total - As Analyzed",null,null,null,null,"Predicted crash total - No Lighting",null,null,null,null,"EB Adjusted crash total"]
[null,"AADT / Year",null,null,null,"Annual Number of Crashes - No Lighting",null,null,null,null,null,null,"Annual Number of Crashes - With Lighting",null,null,null,null,null,null,null,null,null,null,null,null,"Total-vehicle",null,"Vehicle-pedestrian",null,"Total-vehicle",null,"Vehicle-pedestrian",null,"Total-vehicle",null,"Vehicle-pedestrian",null,"Total-vehicle",null,"Vehicle-pedestrian",null,null,null,"Total-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Total-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Total-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle"]
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[null,"I N T E R S E C T I O N S"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Total Analysis Period Crash Cost"]
[null,null,null,null,null,"FROM TOTAL TAB",null,null,null,null,null,null,null,"Default Crash Distribution"]
[null,"Empirical Bayes",null,null,null,"Area Type =",null,"Urban",null,"FROM CRASH COST TOTALS",null,null,null,"K","A","B","C","O","Sum",null,"No Lighting",null,"With Lighting"]
[null,"adjustment type:",null,null,null,"Intersection Type =",null,"4SG",null,"Opening Year =",2025,null,"%",{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 2, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 2, FALSE))","v":3.6273299498574977E-3},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 3, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 3, FALSE))","v":3.1868684559462304E-2},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23,4, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 4, FALSE))","v":0.11226433785987533},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 5, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 5, FALSE))","v":0.22381235425906451},{"$f":"IF(ISNUMBER(SEARCH(\"Two-way\", $X$14)),VLOOKUP($H$6,Factors!$O$20:$T$23, 6, FALSE),VLOOKUP($H$6,Factors!$O$24:$T$27, 6, FALSE))","v":0.6284272933717403},{"$f":"SUM(N6:R6)","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Intersection Lighting CMF",null,null,{"$f":"1-0.38*VLOOKUP(H6,Intersections!AB71:AC74,2,FALSE)","v":0.91070000000000007}]
[null,{"$f":"'Crash Cost Totals'!B6","v":"Site-specific"},null,null,null,"Analysis Year Major AADT =",null,28000,null,"Analysis Period =",20,null,"Cost*",10670000,872612,174018,106215,7700,null,null,{"$f":"SUMIF($A$14:$A$70,\">0\",$K$76:$K$132)","v":17617915.736397855},null,{"$f":"SUMIF($A$14:$A$70,\">0\",$S$76:$S$132)","v":16067151.562301418}]
[null,null,null,null,null,"Analysis Year Minor AADT =",null,15000,null,"Major Growth Rate =",0.01,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment to \"No Lighting\" Base Condition (1.0 if Intersection analyzed w/ Lighting=No)",null,null,{"$f":"IF(H10=\"No\",1,1/AZ6)","v":1}]
[null,null,null,null,null,"Analysis Year =",null,2020,null,"Minor Growth Rate =",0.01,null,"Use Val",{"$f":"N7","v":10670000},{"$f":"O7","v":872612},{"$f":"P7","v":174018},{"$f":"Q7","v":106215},{"$f":"R7","v":7700}]
[null,null,null,null,null,"Analyzed W/ Lighting = ",null,"No",null,"Rate of Return =",0.04,null,"*Values are the 2020 FDOT KABCO crash costs as laied out in the FDOT Design Manual",null,null,null,null,null,null,null,null,null,null,"Analysis (Base Year) EB Computations"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Type","Sum lookup","Inverse dispersion parameter",null,null,null,"Predicted crash total",null,null,null,"Observed crash total",null,null,null,"Weight",null,null,null,null,null,"Predicted crash total - As Analyzed",null,null,null,null,"Predicted crash total - No Lighting",null,null,null,null,"EB Adjusted crash total"]
[null,"AADT / Year",null,null,null,"Annual Number of Crashes - No Lighting",null,null,null,null,null,null,"Annual Number of Crashes - With Lighting",null,null,null,null,null,null,null,null,null,null,null,null,"Total-vehicle",null,"Vehicle-pedestrian",null,"Total-vehicle",null,"Vehicle-pedestrian",null,"Total-vehicle",null,"Vehicle-pedestrian",null,"Total-vehicle",null,"Vehicle-pedestrian",null,null,null,"Total-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Total-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle",null,"Total-vehicle",null,"Vehicle-pedestrian","Vehicle-bicycle"]
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