{"text_format":"1","workbook":"xlsx","n_sheets":7,"sheets":["Instructions","NOAA Data2","Data Input Tab","TC 61-507 Max Shear","Max Depth to Line","100 Year Depth Check","Quantities"],"not_rendered":{"charts":0,"images":0,"macros":1,"external_links":2,"defined_names":22,"comments":4,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Instructions","index":0,"n_rows":44,"n_cols":6,"rows_kept":44,"cut":false,"hidden":false,"merged":[[4,0,6,15],[14,5,15,15]]}
["This spreadsheet has been created to perform shear analysis for channel linings."]
[]
["Channels should be anayzed for sections that have identical flow sections (e.g. 2' flat bottom ditch with 2:1 side slopes, for a 500 foot length of ditch)."]
[]
["Channels may be analyzed for a range of slopes. For example, the previously mentioned  500-foot section of ditch may have slopes that vary from 0.50% to 8.00%.   The first 200 feet may have slopes from 0.50% to 2.00%, the next 200 feet may have slopes from 3.00% - 5.00%, and the final 100 feet may have slopes from 5.00% - 8.00%.  In this case, the user may want to break the 500-foot ditch anlysis into 3 separate anlyses (0.50% - 2.00%, 3.00% - 5.00% and 5.00% to 8.00%)."]
[]
[]
[]
["Instructions"]
[]
["On the Data Input Tab, the user must enter:"]
[null,"Channel Location.  If it is an inlet or outlet ditch, that should be noted here."]
[null,"Drainage Area to the channel"]
[null,"Rational C value"]
[null,"10 year Time of Concentration - Tc",null,null,null,"From KYTC Time of Concentration Spreadsheet (with channel lining analysis turned off - specify Manning's n), OpenRoads Drainage, Storm CAD, FHWA Toolbox, or InRoads Storm and Sanitary"]
[null,"100 year Time of Concentration - Tc"]
[null,"Left bank side slope of channel being analyzed"]
[null,"Bottom width of channel being analyzed.  For 'V' ditches, enter zero (0)."]
[null,"Right bank side slope of channel being analyzed"]
[null,"MINIMUM channel slope for the range of channels being evaluated"]
[null,"MAXIMUM channel slope for the range of channels being evaluated"]
[null,"Under Lining Type, select form the pulldown list the type of lining to be analyzed"]
[null,null,"Riprap TY IA"]
[null,null,"Riprap TY II"]
[null,null,"Riprap TY III"]
[null,null,"Riprap TY IV"]
[null,null,"ECB"]
[null,null,"TRM TY 1"]
[null,null,"TRM TY 2"]
[null,null,"TRM TY 3"]
[null,null,"TRM TY 4"]
[null,null,"Grouted Riprap"]
[null,null,"Rock Cut"]
[null,"For grouted riprap, a void factor of 0.20 is assumed.  If a different void factor is designed enter in column P"]
[]
[null,"Make sure and Enter the County, Project Number, Route, Item Number and Page Numbers in Cells B68 through B72"]
[]
[]
[null,"Macro Guidelines:"]
[null,null,"Press Ctrl+d while macros are on to run maximum shear, maximum depth to line and 100 year check depth of channel"]
[null,null,"Sets depth on TC 61-507 Max Shear, Max Depth to Line and 100 Year Depth Checkfor all lines that data entered."]
[null,null,"If an initial depth is not given then that particular line will not be run.  Spreadsheet is set to use an initial flow depth of 1.0000000000"]
[null,null," If an lining type is not selected then that line will not run, so the depth will not change from what was typed in."]
[null,null,"For Riprap Linings, Check Column CB of the TC 61-507 Max Shear Tab to ensure Actual D50 is above Minimum D50"]

{"sheet":"NOAA Data2","index":1,"n_rows":22,"n_cols":11,"rows_kept":22,"cut":false,"hidden":false,"merged":[[0,0,0,10],[1,0,2,0],[1,1,1,10]]}
["PDS-based precipitation frequency estimates with 90% confidence intervals (in inches/hour)"]
["Duration","Average recurrence interval(years)"]
[null,1,2,5,10,25,50,100,200,500,1000]
["5-min",5.05,5.95,6.92,7.64,8.5399999999999991,9.24,9.9,10.5,11.4,12]
["10-min",3.96,4.68,5.42,5.97,6.62,7.09,7.55,8,8.5500000000000007,8.9499999999999993]
["15-min",3.26,3.84,4.47,4.93,5.49,5.9,6.29,6.66,7.14,7.46]
["30-min",2.1800000000000002,2.6,3.1,3.47,3.93,4.28,4.6100000000000003,4.95,5.39,5.72]
["60-min",1.34,1.61,1.96,2.2200000000000002,2.57,2.84,3.11,3.39,3.77,4.07]
["2-hr",0.8,0.96199999999999997,1.18,1.35,1.57,1.75,1.94,2.13,2.39,2.61]
["3-hr",0.57799999999999996,0.69499999999999995,0.85199999999999998,0.97499999999999998,1.1499999999999999,1.28,1.42,1.57,1.78,1.95]
["6-hr",0.35799999999999998,0.43,0.52600000000000002,0.60299999999999998,0.70899999999999996,0.79500000000000004,0.88500000000000001,0.98,1.1200000000000001,1.22]
["12-hr",0.214,0.25700000000000001,0.316,0.36199999999999999,0.42599999999999999,0.47799999999999998,0.53100000000000003,0.58799999999999997,0.66800000000000004,0.73299999999999998]
["24-hr",0.13,0.157,0.192,0.219,0.255,0.28199999999999997,0.31,0.33900000000000002,0.377,0.40600000000000003]
["2-day",7.8E-2,9.2999999999999999E-2,0.114,0.13,0.15,0.16600000000000001,0.182,0.19800000000000001,0.219,0.23599999999999999]
["3-day",5.5E-2,6.6000000000000003E-2,0.08,9.0999999999999998E-2,0.105,0.11600000000000001,0.127,0.13800000000000001,0.153,0.16400000000000001]
["4-day",4.2999999999999997E-2,5.1999999999999998E-2,6.3E-2,7.1999999999999995E-2,8.3000000000000004E-2,9.0999999999999998E-2,0.1,0.108,0.11899999999999999,0.128]
["7-day",2.9000000000000001E-2,3.4000000000000002E-2,4.2000000000000003E-2,4.8000000000000001E-2,5.6000000000000001E-2,6.2E-2,6.8000000000000005E-2,7.3999999999999996E-2,8.2000000000000003E-2,8.7999999999999995E-2]
["10-day",2.1999999999999999E-2,2.7E-2,3.3000000000000002E-2,3.6999999999999998E-2,4.2000000000000003E-2,4.7E-2,5.0999999999999997E-2,5.5E-2,6.0999999999999999E-2,6.6000000000000003E-2]
["20-day",1.4999999999999999E-2,1.7999999999999999E-2,2.1999999999999999E-2,2.4E-2,2.7E-2,0.03,3.2000000000000001E-2,3.5000000000000003E-2,3.7999999999999999E-2,0.04]
["30-day",1.2E-2,1.4999999999999999E-2,1.7000000000000001E-2,1.9E-2,2.1999999999999999E-2,2.4E-2,2.5000000000000001E-2,2.7E-2,2.9000000000000001E-2,3.1E-2]
["45-day",0.01,1.2E-2,1.4E-2,1.6E-2,1.7999999999999999E-2,1.9E-2,2.1000000000000001E-2,2.1999999999999999E-2,2.3E-2,2.5000000000000001E-2]
["60-day",8.9999999999999993E-3,1.0999999999999999E-2,1.2999999999999999E-2,1.4E-2,1.6E-2,1.7000000000000001E-2,1.7999999999999999E-2,1.9E-2,0.02,2.1000000000000001E-2]

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["Station or Station Range","Drainage Area","Rational 'C' Value for Area Draining to Ditch","Time of Concentration - 10 Year Return Event","Time of Concentration - 100 Year Return Event","Channel\nSection.\n z : 1 \\_ _w_ / :z",null,null,null,null,"Minimum Slope for Ditch Station/Range","Maximum Slope for Ditch Station/Range","Channel Lining",null,"Length of Ditch being Analyzed","Assumed Void Space for Concrete in Grouted Riprap (Default is 0.2)"]
[null,"(Acres)",null,"(Minutes)","(Minutes)","Left Side Bank Slope",null,"Bottom Width",null,"Right Side Bank Slope","(ft/ft)","(ft/ft)",null,null,"(ft)"]
[null,null,null,"From ORD, StormCAD, KYTC Spreadsheet, FHWA Toolbox or Other Acceptable Software/Method","From ORD, StormCAD, KYTC Spreadsheet, FHWA Toolbox or Other Acceptable Software/Method",null,null,"(Enter '0' for 'V' Ditch)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"First Row On Spreadsheet",null,null,null,null,null,"Second Row On Spreadsheet",null,null,null,null,null,"Third Row On Spreadsheet",null,null,null,null,null,"Fourth Row On Spreadsheet",null,null,null,null,null,"Fifth Row On Spreadsheet",null,null,null,null,null,"Sixth Row On Spreadsheet",null,null,null,null,null,"Seventh Row On Spreadsheet",null,null,null,null,null,"Eighth Row On Spreadsheet",null,null,null,null,null,"Ninth Row On Spreadsheet",null,null,null,null,null,"Tenth Row On Spreadsheet",null,null,null,null,null,"Eleventh Row On Spreadsheet",null,null,null,null,null,"Twelfth Row On Spreadsheet",null,null,null,null,null,"Thirteenth Row On Spreadsheet",null,null,null,null,null,"Fourteenth Row On Spreadsheet",null,null,null,null,null,"Fifteenth Row On Spreadsheet",null,null,null,null,null,"Sixteenth Row On Spreadsheet",null,null,null,null,null,"Seventeenth Row On Spreadsheet",null,null,null,null,null,"Eighteenth Row On Spreadsheet",null,null,null,null,null,"Nineteenth Row On Spreadsheet",null,null,null,null,null,"Twentieth Row On Spreadsheet",null,null,null,null,null,"Twenty-First Row On Spreadsheet"]
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{"sheet":"TC 61-507 Max 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["Kentucky Transportation Cabinet                 Division of\nDesign       8-22",null,null,"CHANNEL ANALYSIS :\nShear Analysis for Maximum Slope",null,null,null,null,null,null,null,null,"Page",null,{"$f":"IF('Data Input Tab'!B72=\"\",\"\",'Data Input Tab'!B72)","v":""},"of",null,{"$f":"IF('Data Input Tab'!D72=\"\",\"\",'Data Input Tab'!D72)","v":""},null,"If using Riprap, check column CA to ensure Actual D50 is above Minimum D50",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rock Lining"]
["County :",{"$f":"IF('Data Input Tab'!B68=\"\",\"\",'Data Input Tab'!B68)","v":""},null,null,null,null,null,null,null,null,null,"Item No :",null,{"$f":"IF('Data Input Tab'!B71=\"\",\"\",'Data Input Tab'!B71)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Open Channel \nCalculations for Riprap",null,null,null,null,null,"Manning's n calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Channel Lining Calcs for Riprap Class II and Class III"]
["Proj. No. :",{"$f":"IF('Data Input Tab'!B69=\"\",\"\",'Data Input Tab'!B69)","v":""},null,null,null,null,null,null,null,null,null,"Route :",null,{"$f":"IF('Data Input Tab'!B70=\"\",\"\",'Data Input Tab'!B70)","v":""},null,null,null,null,null,null,null,null,"Vegetative Lining",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bathurst",null,null,null,null,null,null,"Blodgett",null,"Flow Calculations",null,null,null,null,null,"D50 Calculations for Slope < 5%",null,null,null,null,null,"D50 Calculations for Slope >10%",null,null,null,null,null,null,null,null,null,null,null,"Side Slope Check",null,null,"Check D50",null,null,"Channel Lining Class IA Calculations",null,null,null,null,null,null,null,"First Row On Spreadsheet",null,null,null,null,null,"Second Row On Spreadsheet",null,null,null,null,null,"Third Row On Spreadsheet",null,null,null,null,null,"Fourth Row On Spreadsheet",null,null,null,null,null,"Fifth Row On Spreadsheet",null,null,null,null,null,"Sixth Row On Spreadsheet",null,null,null,null,null,"Seventh Row On Spreadsheet",null,null,null,null,null,"Eighth Row On Spreadsheet",null,null,null,null,null,"Ninth Row On Spreadsheet",null,null,null,null,null,"Tenth Row On Spreadsheet",null,null,null,null,null,"Eleventh Row On Spreadsheet",null,null,null,null,null,"Twelfth Row On Spreadsheet",null,null,null,null,null,"Thirteenth Row On Spreadsheet",null,null,null,null,null,"Fourteenth Row On Spreadsheet",null,null,null,null,null,"Fifteenth Row On Spreadsheet",null,null,null,null,null,"Sixteenth Row On Spreadsheet",null,null,null,null,null,"Seventeenth Row On Spreadsheet",null,null,null,null,null,"Eighteenth Row On Spreadsheet",null,null,null,null,null,"Nineteenth Row On Spreadsheet",null,null,null,null,null,"Twentieth Row On Spreadsheet",null,null,null,null,null,"Twenty-First Row On Spreadsheet"]
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2\",F8/AE8)))","v":""},"τp=",{"$f":"IF(Q9=\"\",\"\",VLOOKUP(Q9,$CR$7:$CW$18,2,FALSE))","v":""},null,{"$f":"G8","v":""},{"$f":"I8","v":""},{"$f":"K8","v":""},{"$f":"62.4*AG8*M8","v":{"$error":"#VALUE!"}},"C",{"$f":"LOOKUP(X8,$HH$7:$HI$16)","v":0.22},{"$f":"0.213*Y8*(W8^-0.4)","v":{"$error":"#VALUE!"}},{"$f":"62.4*N8*M8","v":{"$error":"#VALUE!"}},{"$f":"AE8*(1.49/Z8)*POWER(AG8,2/3)*SQRT(M8)","v":{"$error":"#VALUE!"}},{"$f":"AB8-F8","v":{"$error":"#VALUE!"}},null,{"$f":"N8*U8+(N8*N8*T8*0.5)+(N8*N8*V8*0.5)","v":{"$error":"#VALUE!"}},{"$f":"(SQRT(((T8*N8)*(T8*N8))+(N8*N8)))+U8+(SQRT(((V8*N8)*(V8*N8))+(N8*N8)))","v":{"$error":"#VALUE!"}},{"$f":"AE8/AF8","v":{"$error":"#VALUE!"}},{"$f":"(1.49*POWER(AG8,2/3))*(SQRT(M8))/Z8","v":{"$error":"#VALUE!"}},null,null,{"$f":"U8+N8*(T8+V8)","v":{"$error":"#VALUE!"}},{"$f":"AE8/AK8","v":{"$error":"#VALUE!"}},null,{"$f":"Q9","v":""},{"$f":"VLOOKUP(AN8,$AK$75:$AL$78,2,FALSE)","v":{"$error":"#N/A"}},{"$f":"AL8/AO8","v":{"$error":"#VALUE!"}},{"$f":"1.14*((AO8/AK8)^0.453)*(AP8^0.814)","v":{"$error":"#N/A"}},{"$f":"(F8/AE8)/(SQRT(32.2*AL8))","v":{"$error":"#VALUE!"}},{"$f":"((0.28*AR8)/AQ8)^(LOG(0.755/AQ8))","v":{"$error":"#VALUE!"}},{"$f":"13.434*((AK8/AO8)^0.492)*(AQ8^(1.025*((AK8/AO8)^0.118)))","v":{"$error":"#VALUE!"}},{"$f":"(AK8/AL8)^-AQ8","v":{"$error":"#VALUE!"}},{"$f":"(1.49*(AL8^(1/6)))/(SQRT(32.2)*AS8*AT8*AU8)","v":{"$error":"#VALUE!"}},null,{"$f":"(0.262*(AL8^(1/6)))/(2.25+5.23*LOG(AP8))","v":{"$error":"#VALUE!"}},null,{"$f":"IF(Q9=\"Grouted 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\",T15,\" OK\"))","v":{"$error":"#VALUE!"}},null,0.5,{"$f":"IF(CD8=0,0,0.1*(165-62.4)*AO8)","v":{"$error":"#N/A"}},{"$f":"IF(CD8=0,0,0.0091*(165-62.4)*(CD8+4.07))","v":4.2668262000000006},{"$f":"MAX(CE8,CF8)","v":{"$error":"#N/A"}},{"$f":"IF(CD8=0,0,1.25*BD8)","v":{"$error":"#VALUE!"}},{"$f":"IF(CG8>=CH8,\"OK\",\"CHANGE\")","v":{"$error":"#N/A"}},null,null,"Riprap CL II, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},1.25,"ft","B",0.41799999999999998]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Data Input Tab'!M8","v":""},{"$f":"IF(Q9=\"\",\"\",(VLOOKUP(Q9,$CR$7:$CW$17,5,FALSE)))","v":""},{"$f":"IF(Q9=\"\",\"\",(VLOOKUP(Q9,CR7:CW17,6,FALSE)))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Riprap CL III, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},2,"ft","C",0.22]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"τd=",{"$f":"IF(Q9=\"\",\"\",IF(AND(B8<0.5,M8<0.02),\"See Note 1\",IF(AND(B8<2,M8<0.01),\"See Note 2\",(VLOOKUP(Q9,$CR$7:$CW$17,3,FALSE)))))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Riprap CL IV, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},2,"ft","D",0.14699999999999999]
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\",T72,\" OK\"))","v":{"$error":"#VALUE!"}},null,0.5,{"$f":"IF(CD65=0,0,0.1*(165-62.4)*AO65)","v":{"$error":"#N/A"}},{"$f":"IF(CD65=0,0,0.0091*(165-62.4)*(CD65+4.07))","v":4.2668262000000006},{"$f":"MAX(CE65,CF65)","v":{"$error":"#N/A"}},{"$f":"IF(CD65=0,0,1.25*BD65)","v":{"$error":"#VALUE!"}},{"$f":"IF(CG65>=CH65,\"OK\",\"CHANGE\")","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Data Input Tab'!M65","v":""},{"$f":"IF(Q66=\"\",\"\",VLOOKUP(Q66,$HB$7:$HG$17,5,FALSE))","v":""},{"$f":"IF(Q66=\"\",\"\",VLOOKUP(Q66,$HB$7:$HG$17,6,FALSE))","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"τd=",{"$f":"IF(Q66=\"\",\"\",IF(AND(B65<0.5,M65<0.02),\"See Note 1\",IF(AND(B65<2,M65<0.01),\"See Note 2\",VLOOKUP(Q66,$HB$7:$HG$17,3,FALSE))))","v":""}]
[]
["Note 1: Calculations not required for channel slopes >=0.3% & < 2.0% draining under 0.5 acres",null,null,null,null,null,"Note 2: Calculations not required for channel slopes <1.0% draining under 2.0 acres",null,null,null,null,null,null,null,null,"Units for τp and τd are in lbs/ft2"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From HEC-15, Table 6.1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Re","F*","SF"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Class","D50 (ft)","f",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"4*10^4","v":40000},4.7E-2,1]
[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,null,null,null,null,null,null,null,"Riprap CL IA, t=",0.2,41.6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"2*10^5","v":200000},0.15,1.5]
[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,"Riprap CL II, t=",0.5,42.2]
[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,"Riprap CL III, t=",1,42.4]
[null,"KYTC Policy:","ECB is default protection for seeded vegetative lining (DR 1002-2 and DR-504); degradable; perm cond'n is vegetative lining",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Riprap CL IV, t=",1,42.4]
[null,null,"Sodding is preferred in urban applications, assuming it meets shear requirements"]
[null,null,"Assume vegetation Class C for all grass lined channels"]
[null,null,"TRM is preferred to Riprap as long as vegetation can be established."]
[null,null,"TRM is analyzed for permanent condition - Manning's n determined as specified for vegetative lining; higher permissable shear stress due to underlying non-degrable mat."]
[null,null,"TRM is not suitable for outlet protection. When rock outlet protection is needed at the end of a culvert and has no transition into a channel lined with TRM, specify the extension of the outlet protection for a distance of 3' over the upstream edge of the TRM."]
[null,null,"Short term analysis of ECB and TRM prior to vegetation establishment is not required"]
[null,null,"Riprap used in lieu of TRM where establishment of vegetation may be a problem"]
[null,null,"CL IV, rock obtained from jobsite, can be used as alternate to CL III"]
[null,null,"Paved Lining, due to high failure rate, used only in extreme cases & with approval of Div. of Hwy. Design"]

{"sheet":"Max Depth to 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],[34,12,36,12],[34,13,36,13],[34,15,36,15],[34,17,34,18],[34,19,36,19],[34,20,36,20],[36,17,36,18],[34,14,36,14],[34,0,36,0],[34,1,36,1],[37,33,39,33],[37,21,39,21],[37,22,39,22],[37,23,39,23],[37,24,39,24],[37,25,39,25],[37,26,39,26],[37,12,39,12],[37,13,39,13],[37,15,39,15],[37,17,37,18],[37,19,39,19],[37,20,39,20],[39,17,39,18],[34,33,36,33],[34,21,36,21],[34,22,36,22],[34,23,36,23],[34,24,36,24],[34,25,36,25],[34,26,36,26],[37,0,39,0],[37,27,39,27],[37,28,39,28],[37,30,39,30],[37,31,39,31],[37,32,39,32],[37,6,39,6],[37,7,39,7],[37,8,39,8],[37,9,39,9],[37,10,39,10],[37,11,39,11],[37,14,39,14],[40,33,42,33],[40,21,42,21],[40,22,42,22],[40,23,42,23],[40,24,42,24],[40,25,42,25],[40,26,42,26],[43,0,45,0],[43,1,45,1],[43,2,45,2],[43,3,45,3],[43,4,45,4],[43,5,45,5],[40,27,42,27],[40,28,42,28],[40,30,42,30],[40,12,42,12],[40,13,42,13],[40,15,42,15],[40,17,40,18],[40,19,42,19],[40,20,42,20],[42,17,42,18],[40,6,42,6],[43,33,45,33],[43,21,45,21],[43,22,45,22],[43,23,45,23],[43,24,45,24],[43,25,45,25],[43,26,45,26],[43,12,45,12],[43,13,45,13],[43,15,45,15],[43,17,43,18],[43,19,45,19],[43,20,45,20],[45,17,45,18],[43,32,45,32],[46,31,48,31],[46,32,48,32],[46,7,48,7],[46,8,48,8],[46,9,48,9],[46,10,48,10],[46,11,48,11],[40,0,42,0],[40,1,42,1],[40,2,42,2],[40,3,42,3],[40,4,42,4],[40,5,42,5],[40,31,42,31],[40,32,42,32],[40,7,42,7],[40,8,42,8],[40,9,42,9],[40,10,42,10],[40,11,42,11],[43,27,45,27],[43,28,45,28],[43,30,45,30],[43,31,45,31],[43,6,45,6],[43,7,45,7],[43,8,45,8],[43,9,45,9],[43,10,45,10],[43,11,45,11],[49,1,51,1],[49,2,51,2],[49,3,51,3],[49,4,51,4],[49,5,51,5],[46,6,48,6],[46,2,48,2],[46,3,48,3],[46,4,48,4],[46,5,48,5],[46,27,48,27],[46,28,48,28],[46,30,48,30],[46,12,48,12],[46,13,48,13],[46,15,48,15],[46,17,46,18],[46,19,48,19],[46,20,48,20],[48,17,48,18],[46,0,48,0],[46,1,48,1],[49,33,51,33],[49,21,51,21],[49,22,51,22],[49,23,51,23],[49,24,51,24],[49,25,51,25],[49,26,51,26],[49,12,51,12],[49,13,51,13],[49,15,51,15],[49,17,49,18],[49,19,51,19],[49,20,51,20],[51,17,51,18],[46,33,48,33],[46,21,48,21],[46,22,48,22],[46,23,48,23],[46,24,48,24],[46,25,48,25],[46,26,48,26],[49,0,51,0],[49,27,51,27],[49,28,51,28],[49,30,51,30],[49,31,51,31],[49,32,51,32],[49,6,51,6],[49,7,51,7],[49,8,51,8],[49,9,51,9],[49,10,51,10],[49,11,51,11],[52,33,54,33],[52,21,54,21],[52,22,54,22],[52,23,54,23],[52,24,54,24],[52,25,54,25],[52,26,54,26],[55,0,57,0],[55,1,57,1],[55,2,57,2],[55,3,57,3],[55,4,57,4],[55,5,57,5],[52,27,54,27],[52,28,54,28],[52,30,54,30],[52,12,54,12],[52,13,54,13],[52,15,54,15],[52,17,52,18],[52,19,54,19],[52,20,54,20],[54,17,54,18],[52,6,54,6],[55,33,57,33],[55,21,57,21],[55,22,57,22],[55,23,57,23],[55,24,57,24],[55,25,57,25],[55,26,57,26],[55,12,57,12],[55,13,57,13],[55,15,57,15],[55,17,55,18],[55,19,57,19],[55,20,57,20],[57,17,57,18],[55,32,57,32],[55,14,57,14],[52,0,54,0],[52,1,54,1],[52,2,54,2],[52,3,54,3],[52,4,54,4],[52,5,54,5],[52,31,54,31],[52,32,54,32],[52,7,54,7],[52,8,54,8],[52,9,54,9],[52,10,54,10],[52,11,54,11],[52,14,54,14],[55,6,57,6],[55,7,57,7],[55,8,57,8],[55,9,57,9],[55,10,57,10],[55,11,57,11],[58,33,60,33],[58,21,60,21],[58,22,60,22],[58,23,60,23],[58,24,60,24],[58,25,60,25],[58,26,60,26],[58,31,60,31],[58,32,60,32],[58,7,60,7],[58,8,60,8],[58,9,60,9],[58,10,60,10],[58,11,60,11],[55,27,57,27],[55,28,57,28],[55,30,57,30],[55,31,57,31],[61,0,63,0],[61,1,63,1],[61,2,63,2],[61,3,63,3],[61,4,63,4],[61,5,63,5],[58,27,60,27],[58,28,60,28],[58,30,60,30],[58,12,60,12],[58,13,60,13],[58,15,60,15],[58,17,58,18],[58,19,60,19],[58,20,60,20],[60,17,60,18],[58,6,60,6],[58,0,60,0],[58,1,60,1],[61,12,63,12],[61,13,63,13],[61,15,63,15],[61,17,61,18],[61,19,63,19],[61,20,63,20],[63,17,63,18],[61,6,63,6],[61,7,63,7],[61,8,63,8],[61,9,63,9],[61,10,63,10],[61,11,63,11],[58,2,60,2],[58,3,60,3],[58,4,60,4],[58,5,60,5],[58,14,60,14],[61,14,63,14],[61,27,63,27],[61,28,63,28],[61,30,63,30],[61,31,63,31],[61,32,63,32],[61,33,63,33],[61,21,63,21],[61,22,63,22],[61,23,63,23],[61,24,63,24],[61,25,63,25],[61,26,63,26],[64,9,66,9],[64,10,66,10],[64,11,66,11],[64,0,66,0],[64,1,66,1],[64,2,66,2],[64,3,66,3],[64,4,66,4],[64,5,66,5],[68,0,70,2],[68,6,70,12],[64,27,66,27],[64,28,66,28],[64,30,66,30],[64,31,66,31],[64,32,66,32],[64,33,66,33],[64,21,66,21],[64,22,66,22],[64,23,66,23],[64,24,66,24],[64,25,66,25],[64,26,66,26],[64,12,66,12],[64,13,66,13],[64,15,66,15],[64,17,64,18],[64,19,66,19],[64,20,66,20],[66,17,66,18],[64,6,66,6],[64,7,66,7],[64,8,66,8],[64,14,66,14],[16,14,18,14],[19,14,21,14],[22,14,24,14],[25,14,27,14],[28,14,30,14],[40,14,42,14],[43,14,45,14],[46,14,48,14],[49,14,51,14]]}
["Kentucky Transportation Cabinet                 Division of\nDesign       8-22",null,null,"CHANNEL ANALYSIS : \nMaximum Depth to Protect for Minimum Slope",null,null,null,null,null,null,null,null,"Page",null,{"$f":"IF('Data Input Tab'!B72=\"\",\"\",'Data Input Tab'!B72)","v":""},"of",null,{"$f":"IF('Data Input Tab'!D72=\"\",\"\",'Data Input Tab'!D72)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rock Lining"]
["County :",{"$f":"IF('Data Input Tab'!B68=\"\",\"\",'Data Input Tab'!B68)","v":""},null,null,null,null,null,null,null,null,null,"Item No :",null,{"$f":"IF('Data Input Tab'!B71=\"\",\"\",'Data Input Tab'!B71)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Open Channel \nCalculations for Riprap",null,null,null,null,null,"Manning's n calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Channel Lining Calcs for Riprap Class II and Class III"]
["Proj. No. :",{"$f":"IF('Data Input Tab'!B69=\"\",\"\",'Data Input Tab'!B69)","v":""},null,null,null,null,null,null,null,null,null,"Route :",null,{"$f":"IF('Data Input Tab'!B70=\"\",\"\",'Data Input Tab'!B70)","v":""},null,null,null,null,null,null,null,null,"Vegetative Lining",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bathurst",null,null,null,null,null,null,"Blodgett",null,"Flow Calculations",null,null,null,null,null,"D50 Calculations for Slope < 5%",null,null,null,null,null,"D50 Calculations for Slope >10%",null,null,null,null,null,null,null,null,null,null,null,"Side Slope Check",null,null,"Check D50",null,null,"Channel Lining Class IA Calculations",null,null,null,null,null,null,null,"First Row On Spreadsheet",null,null,null,null,null,"Second Row On Spreadsheet",null,null,null,null,null,"Third Row On Spreadsheet",null,null,null,null,null,"Fourth Row On Spreadsheet",null,null,null,null,null,"Fifth Row On Spreadsheet",null,null,null,null,null,"Sixth Row On Spreadsheet",null,null,null,null,null,"Seventh Row On Spreadsheet",null,null,null,null,null,"Eighth Row On Spreadsheet",null,null,null,null,null,"Ninth Row On Spreadsheet",null,null,null,null,null,"Tenth Row On Spreadsheet",null,null,null,null,null,"Eleventh Row On Spreadsheet",null,null,null,null,null,"Twelfth Row On Spreadsheet",null,null,null,null,null,"Thirteenth Row On Spreadsheet",null,null,null,null,null,"Fourteenth Row On Spreadsheet",null,null,null,null,null,"Fifteenth Row On Spreadsheet",null,null,null,null,null,"Sixteenth Row On Spreadsheet",null,null,null,null,null,"Seventeenth Row On Spreadsheet",null,null,null,null,null,"Eighteenth Row On Spreadsheet",null,null,null,null,null,"Nineteenth Row On Spreadsheet",null,null,null,null,null,"Twentieth Row On Spreadsheet",null,null,null,null,null,"Twenty-First Row On Spreadsheet"]
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\",T15,\" OK\"))","v":{"$error":"#VALUE!"}},null,0.5,{"$f":"IF(CD8=0,0,0.1*(165-62.4)*AO8)","v":{"$error":"#N/A"}},{"$f":"IF(CD8=0,0,0.0091*(165-62.4)*(CD8+4.07))","v":4.2668262000000006},{"$f":"MAX(CE8,CF8)","v":{"$error":"#N/A"}},{"$f":"IF(CD8=0,0,1.25*BD8)","v":{"$error":"#VALUE!"}},{"$f":"IF(CG8>=CH8,\"OK\",\"CHANGE\")","v":{"$error":"#N/A"}},null,null,"Riprap CL II, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$f":"$AA$23","v":{"$error":"#VALUE!"}},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},1.25,"ft","B",0.41799999999999998]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Data Input Tab'!M8","v":""},{"$f":"IF(Q9=\"\",\"\",(VLOOKUP(Q9,$CR$7:$CW$17,5,FALSE)))","v":""},{"$f":"IF(Q9=\"\",\"\",(VLOOKUP(Q9,CR7:CW17,6,FALSE)))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Riprap CL III, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL III, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},2,"ft","C",0.22]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Riprap CL IV, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},2,"ft","D",0.14699999999999999]
[{"$f":"IF('Data Input Tab'!A11=\"\",\"\",'Data Input Tab'!A11)","v":""},{"$f":"IF('Data Input Tab'!B11=0,\"\",'Data Input Tab'!B11)","v":""},{"$f":"IF('Data Input Tab'!C11=\"\",\"\",'Data Input Tab'!C11)","v":""},{"$f":"IF('Data Input Tab'!D11=\"\",\"\",'Data Input Tab'!D11)","v":""},{"$f":"IF('Data Input Tab'!B11=\"\",\"\",IF('Data Input Tab'!D11<8,('NOAA Data2'!$E$5+(0.4*('NOAA Data2'!$E$4-'NOAA Data2'!$E$5))),IF('Data Input Tab'!D11<10,(('NOAA Data2'!$E$5+((10-'Data Input Tab'!D11)/(5))*('NOAA Data2'!$E$4-'NOAA Data2'!$E$5))),IF('Data Input Tab'!D11<15,(('NOAA Data2'!$E$6+((15-'Data Input Tab'!D11)/(5))*('NOAA Data2'!$E$5-'NOAA Data2'!$E$6))),IF('Data Input Tab'!D11<30,(('NOAA Data2'!$E$7+((30-'Data Input Tab'!D11)/(15))*('NOAA Data2'!$E$6-'NOAA Data2'!$E$7))),IF('Data Input Tab'!D11<60,(('NOAA Data2'!$E$8+((60-'Data Input Tab'!D11)/(30))*('NOAA Data2'!$E$7-'NOAA Data2'!$E$8))),IF('Data Input Tab'!D11<120,(('NOAA Data2'!$E$9+((120-'Data Input Tab'!D11)/(60))*('NOAA 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\",T72,\" OK\"))","v":{"$error":"#VALUE!"}},null,0.5,{"$f":"IF(CD65=0,0,0.1*(165-62.4)*AO65)","v":{"$error":"#N/A"}},{"$f":"IF(CD65=0,0,0.0091*(165-62.4)*(CD65+4.07))","v":4.2668262000000006},{"$f":"MAX(CE65,CF65)","v":{"$error":"#N/A"}},{"$f":"IF(CD65=0,0,1.25*BD65)","v":{"$error":"#VALUE!"}},{"$f":"IF(CG65>=CH65,\"OK\",\"CHANGE\")","v":{"$error":"#N/A"}}]
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[]
[]
["Note 1: Calculations not required for channel slopes >=0.3% & < 2.0% draining under 0.5 acres",null,null,null,null,null,"Note 2: Calculations not required for channel slopes <1.0% draining under 2.0 acres",null,null,null,null,null,null,null,null,"Units for τp and τd are in lbs/ft2"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From HEC-15, Table 6.1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Re","F*","SF"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Class","D50 (ft)","f",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"4*10^4","v":40000},4.7E-2,1]
[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,null,null,null,null,null,null,null,"Riprap CL IA, t=",0.2,41.6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"2*10^5","v":200000},0.15,1.5]
[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,"Riprap CL II, t=",0.5,42.2]
[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,"Riprap CL III, t=",1,42.4]
[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,"Riprap CL IV, t=",1,42.4]

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["Kentucky Transportation Cabinet                 Division of\nDesign       8-22",null,null,"CHANNEL ANALYSIS :\n100 Year Check for Depth for Minimum Slope",null,null,null,null,null,null,null,null,"Page",null,{"$f":"IF('Data Input Tab'!B72=\"\",\"\",'Data Input Tab'!B72)","v":""},"of",null,{"$f":"IF('Data Input Tab'!D72=\"\",\"\",'Data Input Tab'!D72)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rock Lining"]
["County :",{"$f":"IF('Data Input Tab'!B68=\"\",\"\",'Data Input Tab'!B68)","v":""},null,null,null,null,null,null,null,null,null,"Item No :",null,{"$f":"IF('Data Input Tab'!B71=\"\",\"\",'Data Input Tab'!B71)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Open Channel \nCalculations for Riprap",null,null,null,null,null,"Manning's n calculations",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Channel Lining Calcs for Riprap Class II and Class III"]
["Proj. No. :",{"$f":"IF('Data Input Tab'!B69=\"\",\"\",'Data Input Tab'!B69)","v":""},null,null,null,null,null,null,null,null,null,"Route :",null,{"$f":"IF('Data Input Tab'!B70=\"\",\"\",'Data Input Tab'!B70)","v":""},null,null,null,null,null,null,null,null,"Vegetative Lining",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Bathurst",null,null,null,null,null,null,"Blodgett",null,"Flow Calculations",null,null,null,null,null,"D50 Calculations for Slope < 5%",null,null,null,null,null,"D50 Calculations for Slope >10%",null,null,null,null,null,null,null,null,null,null,null,"Side Slope Check",null,null,"Check D50",null,null,"Channel Lining Class IA Calculations",null,null,null,null,null,null,null,"First Row On Spreadsheet",null,null,null,null,null,"Second Row On Spreadsheet",null,null,null,null,null,"Third Row On Spreadsheet",null,null,null,null,null,"Fourth Row On Spreadsheet",null,null,null,null,null,"Fifth Row On Spreadsheet",null,null,null,null,null,"Sixth Row On Spreadsheet",null,null,null,null,null,"Seventh Row On Spreadsheet",null,null,null,null,null,"Eighth Row On Spreadsheet",null,null,null,null,null,"Ninth Row On Spreadsheet",null,null,null,null,null,"Tenth Row On Spreadsheet",null,null,null,null,null,"Eleventh Row On Spreadsheet",null,null,null,null,null,"Twelfth Row On Spreadsheet",null,null,null,null,null,"Thirteenth Row On Spreadsheet",null,null,null,null,null,"Fourteenth Row On Spreadsheet",null,null,null,null,null,"Fifteenth Row On Spreadsheet",null,null,null,null,null,"Sixteenth Row On Spreadsheet",null,null,null,null,null,"Seventeenth Row On Spreadsheet",null,null,null,null,null,"Eighteenth Row On Spreadsheet",null,null,null,null,null,"Nineteenth Row On Spreadsheet",null,null,null,null,null,"Twentieth Row On Spreadsheet",null,null,null,null,null,"Twenty-First Row On Spreadsheet"]
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\",T15,\" OK\"))","v":{"$error":"#VALUE!"}},null,0.5,{"$f":"IF(CD8=0,0,0.1*(165-62.4)*AO8)","v":{"$error":"#N/A"}},{"$f":"IF(CD8=0,0,0.0091*(165-62.4)*(CD8+4.07))","v":4.2668262000000006},{"$f":"MAX(CE8,CF8)","v":{"$error":"#N/A"}},{"$f":"IF(CD8=0,0,1.25*BD8)","v":{"$error":"#VALUE!"}},{"$f":"IF(CG8>=CH8,\"OK\",\"CHANGE\")","v":{"$error":"#N/A"}},null,null,"Riprap CL II, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$f":"$AA$23","v":{"$error":"#VALUE!"}},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},1.25,"ft","Riprap CL II, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},1.25,"ft","B",0.41799999999999998]
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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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Riprap CL IV, t=",{"$f":"$BO$5","v":{"$error":"#VALUE!"}},{"$f":"$BD$5","v":{"$error":"#VALUE!"}},{"$f":"$AZ$5","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$8","v":{"$error":"#VALUE!"}},{"$f":"$BD$8","v":{"$error":"#VALUE!"}},{"$f":"$AZ$8","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$11","v":{"$error":"#VALUE!"}},{"$f":"$BD$11","v":{"$error":"#VALUE!"}},{"$f":"$AZ$11","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$14","v":{"$error":"#VALUE!"}},{"$f":"$BD$14","v":{"$error":"#VALUE!"}},{"$f":"$AZ$14","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$17","v":{"$error":"#VALUE!"}},{"$f":"$BD$17","v":{"$error":"#VALUE!"}},{"$f":"$AZ$17","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$20","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$20","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$23","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$23","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$26","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$26","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$29","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$29","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$32","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$32","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$35","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$35","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$38","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$38","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$41","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$41","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$44","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$44","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$47","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$47","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$50","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$50","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$53","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$53","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$56","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$56","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$59","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$59","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$62","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$62","v":{"$error":"#VALUE!"}},2,"ft","Riprap CL IV, t=",{"$f":"$BO$65","v":{"$error":"#VALUE!"}},{"$error":"#VALUE!"},{"$f":"$AZ$65","v":{"$error":"#VALUE!"}},2,"ft","D",0.14699999999999999]
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\",T72,\" OK\"))","v":{"$error":"#VALUE!"}},null,0.5,{"$f":"IF(CD65=0,0,0.1*(165-62.4)*AO65)","v":{"$error":"#N/A"}},{"$f":"IF(CD65=0,0,0.0091*(165-62.4)*(CD65+4.07))","v":4.2668262000000006},{"$f":"MAX(CE65,CF65)","v":{"$error":"#N/A"}},{"$f":"IF(CD65=0,0,1.25*BD65)","v":{"$error":"#VALUE!"}},{"$f":"IF(CG65>=CH65,\"OK\",\"CHANGE\")","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'Data Input Tab'!M65","v":""},{"$f":"IF(Q66=\"\",\"\",VLOOKUP(Q66,$EB$7:$EG$17,5,FALSE))","v":""},{"$f":"IF(Q66=\"\",\"\",VLOOKUP(Q66,$EB$7:$EG$17,6,FALSE))","v":""}]
[]
[]
["Note 1: Calculations not required for channel slopes >=0.3% & < 2.0% draining under 0.5 acres",null,null,null,null,null,"Note 2: Calculations not required for channel slopes <1.0% draining under 2.0 acres",null,null,null,null,null,null,null,null,"Units for τp and τd are in lbs/ft2"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"From HEC-15, Table 6.1"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Re","F*","SF"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Class","D50 (ft)","f",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"4*10^4","v":40000},4.7E-2,1]
[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,null,null,null,null,null,null,null,"Riprap CL IA, t=",0.2,41.6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"2*10^5","v":200000},0.15,1.5]
[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,"Riprap CL II, t=",0.5,42.2]
[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,"Riprap CL III, t=",1,42.4]
[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,"Riprap CL IV, t=",1,42.4]

{"sheet":"Quantities","index":6,"n_rows":72,"n_cols":25,"rows_kept":72,"cut":false,"hidden":false,"merged":[[2,1,2,4],[16,6,18,6],[7,6,9,6],[10,6,12,6],[13,6,15,6],[46,6,48,6],[31,6,33,6],[34,6,36,6],[37,6,39,6],[40,6,42,6],[43,6,45,6],[19,6,21,6],[22,6,24,6],[25,6,27,6],[28,6,30,6],[25,5,27,5],[28,5,30,5],[31,5,33,5],[34,5,36,5],[37,5,39,5],[10,5,12,5],[13,5,15,5],[16,5,18,5],[19,5,21,5],[16,7,18,7],[13,7,15,7],[10,7,12,7],[7,7,9,7],[4,7,6,7],[4,6,6,6],[64,7,66,7],[61,7,63,7],[58,7,60,7],[55,7,57,7],[52,7,54,7],[49,7,51,7],[46,7,48,7],[43,7,45,7],[40,7,42,7],[37,7,39,7],[34,7,36,7],[31,7,33,7],[28,7,30,7],[25,7,27,7],[22,7,24,7],[19,7,21,7],[49,6,51,6],[52,6,54,6],[10,0,12,0],[7,0,9,0],[4,0,6,0],[4,1,6,1],[64,0,66,0],[61,0,63,0],[58,0,60,0],[55,0,57,0],[52,0,54,0],[49,0,51,0],[46,0,48,0],[43,0,45,0],[25,0,27,0],[22,0,24,0],[19,0,21,0],[16,0,18,0],[13,0,15,0],[40,0,42,0],[37,0,39,0],[34,0,36,0],[31,0,33,0],[28,0,30,0],[64,1,66,1],[31,1,33,1],[16,8,18,8],[13,8,15,8],[10,8,12,8],[7,8,9,8],[4,8,6,8],[31,8,33,8],[28,8,30,8],[25,8,27,8],[22,8,24,8],[19,8,21,8],[46,8,48,8],[43,8,45,8],[40,8,42,8],[37,8,39,8],[34,8,36,8],[55,5,57,5],[58,5,60,5],[61,5,63,5],[64,5,66,5],[49,8,51,8],[64,8,66,8],[61,8,63,8],[58,8,60,8],[55,8,57,8],[52,8,54,8],[40,5,42,5],[43,5,45,5],[46,5,48,5],[49,5,51,5],[52,5,54,5],[64,6,66,6],[61,6,63,6],[55,6,57,6],[58,6,60,6],[22,5,24,5],[4,3,6,3],[4,4,6,4],[4,5,6,5],[7,5,9,5],[7,2,9,2],[4,2,6,2],[61,1,63,1],[61,3,63,3],[61,4,63,4],[49,1,51,1],[49,3,51,3],[49,4,51,4],[52,1,54,1],[52,3,54,3],[52,4,54,4],[52,2,54,2],[49,2,51,2],[43,1,45,1],[43,3,45,3],[43,4,45,4],[46,1,48,1],[46,3,48,3],[46,4,48,4],[64,3,66,3],[64,4,66,4],[64,2,66,2],[61,2,63,2],[55,1,57,1],[55,3,57,3],[55,4,57,4],[58,1,60,1],[58,3,60,3],[58,4,60,4],[58,2,60,2],[55,2,57,2],[46,2,48,2],[43,2,45,2],[37,1,39,1],[37,3,39,3],[37,4,39,4],[40,1,42,1],[40,3,42,3],[40,4,42,4],[40,2,42,2],[37,2,39,2],[31,3,33,3],[31,4,33,4],[34,1,36,1],[34,3,36,3],[34,4,36,4],[34,2,36,2],[31,2,33,2],[25,1,27,1],[25,3,27,3],[25,4,27,4],[28,1,30,1],[28,3,30,3],[28,4,30,4],[28,2,30,2],[25,2,27,2],[22,1,24,1],[22,3,24,3],[22,4,24,4],[22,2,24,2],[19,2,21,2],[13,1,15,1],[13,3,15,3],[13,4,15,4],[16,1,18,1],[16,3,18,3],[16,4,18,4],[16,2,18,2],[13,2,15,2],[7,1,9,1],[7,3,9,3],[7,4,9,4],[10,1,12,1],[10,3,12,3],[10,4,12,4],[10,2,12,2],[19,1,21,1],[19,3,21,3],[19,4,21,4]]}
[]
[]
["Kentucky Transportation Cabinet                 \nDivision of \nDesign       8-22","Lining Quantities",null,null,null,"Page",{"$f":"IF('Data Input Tab'!B72=\"\",\"\",'Data Input Tab'!B72)","v":""},"of",{"$f":"IF('Data Input Tab'!D72=\"\",\"\",'Data Input Tab'!D72)","v":""}]
["Ditch Location","Length (ft)","Depth to\nProtect (ft)","Type","Quantity","Unit","Riprap\nQuantity (Ton)","Class B Concrete\nQuantity (CY)*","Notes","Left Side Slope (X:1)","Width (FT)","Right Side Slope (X:1)",null,null,"dn (FT)","Depth (FT)","Area (SY)","Thickness (ft)","TONS","Lining","Volume (CY)","Void\nVolume (CY)","Non-Void\nVolume (CY)","Non-Void\nTonnage (Tons)"]
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[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A8=\"\",\"\",'TC 61-507 Max Shear'!A8)","v":""},{"$f":"IF(A8=\"\",\"\",'Data Input Tab'!O8)","v":""},{"$f":"IF(O8=\"\",\"\",P8)","v":""},{"$f":"IF(O8=\"\",\"\",IF(T8=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T8=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T8=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T8=\"Riprap CL IV, t=\", \"Riprap CL IV\",T8)))))","v":""},{"$f":" IF(O8=\"\",\"\",IF(T8=\"Grouted Riprap\",U8,IF(T8=\"Rock Cut\",\"\",IF(T8=\"Riprap CL IV, t=\",U8,IF(R8=\"N/A\",Q8,S8)))))","v":""},{"$f":"IF(O8=\"\",\"\",IF(D8=\"Grouted Riprap\",\"Cubic Yd.\",IF(T8=\"Rock Cut\",\"\",IF(T8=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R8=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D8=\"Grouted Riprap\",X8,\"\")","v":""},{"$f":"IF(D8=\"Grouted Riprap\",V8,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G8","v":""},{"$f":"'TC 61-507 Max Shear'!I8","v":""},{"$f":"'TC 61-507 Max Shear'!K8","v":""},null,null,{"$f":"'Max Depth to Line'!O8","v":""},{"$f":"IF('Max Depth to Line'!P9=\"ECB\",IF('Max Depth to Line'!N8<=1.5,1.5,IF(AND('Max Depth to Line'!N8>1.5,'Max Depth to Line'!N8<=2),2,IF(AND('Max Depth to Line'!N8>2,'Max Depth to Line'!N8<=2.5),2.5,IF(AND('Max Depth to Line'!N8>2.5,'Max Depth to Line'!N8<=3),3,IF(AND('Max Depth to Line'!N8>3,'Max Depth to Line'!N8<=3.5),3.5,4))))),IF('Max Depth to Line'!N8<=1,1,IF(AND('Max Depth to Line'!N8>1,'Max Depth to Line'!N8<=1.5),1.5,IF(AND('Max Depth to Line'!N8>1.5,'Max Depth to Line'!N8<=2),2,IF(AND('Max Depth to Line'!N8>2,'Max Depth to Line'!N8<=2.5),2.5,IF(AND('Max Depth to Line'!N8>2.5,'Max Depth to Line'!N8<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J8*P8*J8*P8)+(P8*P8))+SQRT((L8*P8*L8*P8)+(P8*P8))+K8)*B8)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q9=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q9=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q9=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q9=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q9=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q9=\"Riprap CL IA, t=\",ROUNDUP(Y8,0),IF('TC 61-507 Max Shear'!Q9=\"Riprap CL II, t=\",ROUNDUP(Y8,0),IF('TC 61-507 Max Shear'!Q9=\"Riprap CL III, t=\",ROUNDUP(Y8,0),IF('TC 61-507 Max Shear'!Q9=\"Riprap CL IV, t=\",ROUNDUP(Y8,0), IF('TC 61-507 Max Shear'!Q9=\"Grouted Riprap\",ROUNDUP(Y8,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q9","v":""},{"$f":"IF(R8=\"N/A\",\"N/A\",Q8*R8/3)","v":"N/A"},{"$f":"IF(T8=\"Grouted Riprap\",'Data Input Tab'!P8*U8,\"N/A\")","v":"N/A"},{"$f":"IF(T8=\"Grouted Riprap\",U8*(1-'Data Input Tab'!P8),\"N/A\")","v":"N/A"},{"$f":"IF(T8=\"Grouted Riprap\",W8*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q8*R8*0.5","v":{"$error":"#VALUE!"}}]
[]
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[{"$f":"IF('TC 61-507 Max Shear'!A11=\"\",\"\",'TC 61-507 Max Shear'!A11)","v":""},{"$f":"IF(A11=\"\",\"\",'Data Input Tab'!O11)","v":""},{"$f":"IF(O11=\"\",\"\",P11)","v":""},{"$f":"IF(O11=\"\",\"\",IF(T11=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T11=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T11=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T11=\"Riprap CL IV, t=\", \"Riprap CL IV\",T11)))))","v":""},{"$f":" IF(O11=\"\",\"\",IF(T11=\"Grouted Riprap\",U11,IF(T11=\"Rock Cut\",\"\",IF(T11=\"Riprap CL IV, t=\",U11,IF(R11=\"N/A\",Q11,S11)))))","v":""},{"$f":"IF(O11=\"\",\"\",IF(D11=\"Grouted Riprap\",\"Cubic Yd.\",IF(T11=\"Rock Cut\",\"\",IF(T11=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R11=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D11=\"Grouted Riprap\",X11,\"\")","v":""},{"$f":"IF(D11=\"Grouted Riprap\",V11,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G11","v":""},{"$f":"'TC 61-507 Max Shear'!I11","v":""},{"$f":"'TC 61-507 Max Shear'!K11","v":""},null,null,{"$f":"'Max Depth to Line'!O11","v":""},{"$f":"IF('Max Depth to Line'!P12=\"ECB\",IF('Max Depth to Line'!N11<=1.5,1.5,IF(AND('Max Depth to Line'!N11>1.5,'Max Depth to Line'!N11<=2),2,IF(AND('Max Depth to Line'!N11>2,'Max Depth to Line'!N11<=2.5),2.5,IF(AND('Max Depth to Line'!N11>2.5,'Max Depth to Line'!N11<=3),3,IF(AND('Max Depth to Line'!N11>3,'Max Depth to Line'!N11<=3.5),3.5,4))))),IF('Max Depth to Line'!N11<=1,1,IF(AND('Max Depth to Line'!N11>1,'Max Depth to Line'!N11<=1.5),1.5,IF(AND('Max Depth to Line'!N11>1.5,'Max Depth to Line'!N11<=2),2,IF(AND('Max Depth to Line'!N11>2,'Max Depth to Line'!N11<=2.5),2.5,IF(AND('Max Depth to Line'!N11>2.5,'Max Depth to Line'!N11<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J11*P11*J11*P11)+(P11*P11))+SQRT((L11*P11*L11*P11)+(P11*P11))+K11)*B11)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q12=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q12=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q12=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q12=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q12=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q12=\"Riprap CL IA, t=\",ROUNDUP(Y11,0),IF('TC 61-507 Max Shear'!Q12=\"Riprap CL II, t=\",ROUNDUP(Y11,0),IF('TC 61-507 Max Shear'!Q12=\"Riprap CL III, t=\",ROUNDUP(Y11,0),IF('TC 61-507 Max Shear'!Q12=\"Riprap CL IV, t=\",ROUNDUP(Y11,0), IF('TC 61-507 Max Shear'!Q12=\"Grouted Riprap\",ROUNDUP(Y11,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q12","v":""},{"$f":"IF(R11=\"N/A\",\"N/A\",Q11*R11/3)","v":"N/A"},{"$f":"IF(T11=\"Grouted Riprap\",'Data Input Tab'!P11*U11,\"N/A\")","v":"N/A"},{"$f":"IF(T11=\"Grouted Riprap\",U11*(1-'Data Input Tab'!P11),\"N/A\")","v":"N/A"},{"$f":"IF(T11=\"Grouted Riprap\",W11*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q11*R11*0.5","v":{"$error":"#VALUE!"}}]
[]
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[{"$f":"IF('TC 61-507 Max Shear'!A14=\"\",\"\",'TC 61-507 Max Shear'!A14)","v":""},{"$f":"IF(A14=\"\",\"\",'Data Input Tab'!O14)","v":""},{"$f":"IF(O14=\"\",\"\",P14)","v":""},{"$f":"IF(O14=\"\",\"\",IF(T14=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T14=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T14=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T14=\"Riprap CL IV, t=\", \"Riprap CL IV\",T14)))))","v":""},{"$f":" IF(O14=\"\",\"\",IF(T14=\"Grouted Riprap\",U14,IF(T14=\"Rock Cut\",\"\",IF(T14=\"Riprap CL IV, t=\",U14,IF(R14=\"N/A\",Q14,S14)))))","v":""},{"$f":"IF(O14=\"\",\"\",IF(D14=\"Grouted Riprap\",\"Cubic Yd.\",IF(T14=\"Rock Cut\",\"\",IF(T14=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R14=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D14=\"Grouted Riprap\",X14,\"\")","v":""},{"$f":"IF(D14=\"Grouted Riprap\",V14,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G14","v":""},{"$f":"'TC 61-507 Max Shear'!I14","v":""},{"$f":"'TC 61-507 Max Shear'!K14","v":""},null,null,{"$f":"'Max Depth to Line'!O14","v":""},{"$f":"IF('Max Depth to Line'!P15=\"ECB\",IF('Max Depth to Line'!N14<=1.5,1.5,IF(AND('Max Depth to Line'!N14>1.5,'Max Depth to Line'!N14<=2),2,IF(AND('Max Depth to Line'!N14>2,'Max Depth to Line'!N14<=2.5),2.5,IF(AND('Max Depth to Line'!N14>2.5,'Max Depth to Line'!N14<=3),3,IF(AND('Max Depth to Line'!N14>3,'Max Depth to Line'!N14<=3.5),3.5,4))))),IF('Max Depth to Line'!N14<=1,1,IF(AND('Max Depth to Line'!N14>1,'Max Depth to Line'!N14<=1.5),1.5,IF(AND('Max Depth to Line'!N14>1.5,'Max Depth to Line'!N14<=2),2,IF(AND('Max Depth to Line'!N14>2,'Max Depth to Line'!N14<=2.5),2.5,IF(AND('Max Depth to Line'!N14>2.5,'Max Depth to Line'!N14<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J14*P14*J14*P14)+(P14*P14))+SQRT((L14*P14*L14*P14)+(P14*P14))+K14)*B14)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q15=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q15=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q15=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q15=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q15=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q15=\"Riprap CL IA, t=\",ROUNDUP(Y14,0),IF('TC 61-507 Max Shear'!Q15=\"Riprap CL II, t=\",ROUNDUP(Y14,0),IF('TC 61-507 Max Shear'!Q15=\"Riprap CL III, t=\",ROUNDUP(Y14,0),IF('TC 61-507 Max Shear'!Q15=\"Riprap CL IV, t=\",ROUNDUP(Y14,0), IF('TC 61-507 Max Shear'!Q15=\"Grouted Riprap\",ROUNDUP(Y14,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q15","v":""},{"$f":"IF(R14=\"N/A\",\"N/A\",Q14*R14/3)","v":"N/A"},{"$f":"IF(T14=\"Grouted Riprap\",'Data Input Tab'!P14*U14,\"N/A\")","v":"N/A"},{"$f":"IF(T14=\"Grouted Riprap\",U14*(1-'Data Input Tab'!P14),\"N/A\")","v":"N/A"},{"$f":"IF(T14=\"Grouted Riprap\",W14*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q14*R14*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A17=\"\",\"\",'TC 61-507 Max Shear'!A17)","v":""},{"$f":"IF(A17=\"\",\"\",'Data Input Tab'!O17)","v":""},{"$f":"IF(O17=\"\",\"\",P17)","v":""},{"$f":"IF(O17=\"\",\"\",IF(T17=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T17=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T17=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T17=\"Riprap CL IV, t=\", \"Riprap CL IV\",T17)))))","v":""},{"$f":" IF(O17=\"\",\"\",IF(T17=\"Grouted Riprap\",U17,IF(T17=\"Rock Cut\",\"\",IF(T17=\"Riprap CL IV, t=\",U17,IF(R17=\"N/A\",Q17,S17)))))","v":""},{"$f":"IF(O17=\"\",\"\",IF(D17=\"Grouted Riprap\",\"Cubic Yd.\",IF(T17=\"Rock Cut\",\"\",IF(T17=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R17=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D17=\"Grouted Riprap\",X17,\"\")","v":""},{"$f":"IF(D17=\"Grouted Riprap\",V17,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G17","v":""},{"$f":"'TC 61-507 Max Shear'!I17","v":""},{"$f":"'TC 61-507 Max Shear'!K17","v":""},null,null,{"$f":"'Max Depth to Line'!O17","v":""},{"$f":"IF('Max Depth to Line'!P18=\"ECB\",IF('Max Depth to Line'!N17<=1.5,1.5,IF(AND('Max Depth to Line'!N17>1.5,'Max Depth to Line'!N17<=2),2,IF(AND('Max Depth to Line'!N17>2,'Max Depth to Line'!N17<=2.5),2.5,IF(AND('Max Depth to Line'!N17>2.5,'Max Depth to Line'!N17<=3),3,IF(AND('Max Depth to Line'!N17>3,'Max Depth to Line'!N17<=3.5),3.5,4))))),IF('Max Depth to Line'!N17<=1,1,IF(AND('Max Depth to Line'!N17>1,'Max Depth to Line'!N17<=1.5),1.5,IF(AND('Max Depth to Line'!N17>1.5,'Max Depth to Line'!N17<=2),2,IF(AND('Max Depth to Line'!N17>2,'Max Depth to Line'!N17<=2.5),2.5,IF(AND('Max Depth to Line'!N17>2.5,'Max Depth to Line'!N17<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J17*P17*J17*P17)+(P17*P17))+SQRT((L17*P17*L17*P17)+(P17*P17))+K17)*B17)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q18=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q18=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q18=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q18=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q18=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q18=\"Riprap CL IA, t=\",ROUNDUP(Y17,0),IF('TC 61-507 Max Shear'!Q18=\"Riprap CL II, t=\",ROUNDUP(Y17,0),IF('TC 61-507 Max Shear'!Q18=\"Riprap CL III, t=\",ROUNDUP(Y17,0),IF('TC 61-507 Max Shear'!Q18=\"Riprap CL IV, t=\",ROUNDUP(Y17,0), IF('TC 61-507 Max Shear'!Q18=\"Grouted Riprap\",ROUNDUP(Y17,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q18","v":""},{"$f":"IF(R17=\"N/A\",\"N/A\",Q17*R17/3)","v":"N/A"},{"$f":"IF(T17=\"Grouted Riprap\",'Data Input Tab'!P17*U17,\"N/A\")","v":"N/A"},{"$f":"IF(T17=\"Grouted Riprap\",U17*(1-'Data Input Tab'!P17),\"N/A\")","v":"N/A"},{"$f":"IF(T17=\"Grouted Riprap\",W17*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q17*R17*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A20=\"\",\"\",'TC 61-507 Max Shear'!A20)","v":""},{"$f":"IF(A20=\"\",\"\",'Data Input Tab'!O20)","v":""},{"$f":"IF(O20=\"\",\"\",P20)","v":""},{"$f":"IF(O20=\"\",\"\",IF(T20=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T20=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T20=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T20=\"Riprap CL IV, t=\", \"Riprap CL IV\",T20)))))","v":""},{"$f":" IF(O20=\"\",\"\",IF(T20=\"Grouted Riprap\",U20,IF(T20=\"Rock Cut\",\"\",IF(T20=\"Riprap CL IV, t=\",U20,IF(R20=\"N/A\",Q20,S20)))))","v":""},{"$f":"IF(O20=\"\",\"\",IF(D20=\"Grouted Riprap\",\"Cubic Yd.\",IF(T20=\"Rock Cut\",\"\",IF(T20=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R20=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D20=\"Grouted Riprap\",X20,\"\")","v":""},{"$f":"IF(D20=\"Grouted Riprap\",V20,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G20","v":""},{"$f":"'TC 61-507 Max Shear'!I20","v":""},{"$f":"'TC 61-507 Max Shear'!K20","v":""},null,null,{"$f":"'Max Depth to Line'!O20","v":""},{"$f":"IF('Max Depth to Line'!P21=\"ECB\",IF('Max Depth to Line'!N20<=1.5,1.5,IF(AND('Max Depth to Line'!N20>1.5,'Max Depth to Line'!N20<=2),2,IF(AND('Max Depth to Line'!N20>2,'Max Depth to Line'!N20<=2.5),2.5,IF(AND('Max Depth to Line'!N20>2.5,'Max Depth to Line'!N20<=3),3,IF(AND('Max Depth to Line'!N20>3,'Max Depth to Line'!N20<=3.5),3.5,4))))),IF('Max Depth to Line'!N20<=1,1,IF(AND('Max Depth to Line'!N20>1,'Max Depth to Line'!N20<=1.5),1.5,IF(AND('Max Depth to Line'!N20>1.5,'Max Depth to Line'!N20<=2),2,IF(AND('Max Depth to Line'!N20>2,'Max Depth to Line'!N20<=2.5),2.5,IF(AND('Max Depth to Line'!N20>2.5,'Max Depth to Line'!N20<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J20*P20*J20*P20)+(P20*P20))+SQRT((L20*P20*L20*P20)+(P20*P20))+K20)*B20)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q21=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q21=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q21=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q21=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q21=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q21=\"Riprap CL IA, t=\",ROUNDUP(Y20,0),IF('TC 61-507 Max Shear'!Q21=\"Riprap CL II, t=\",ROUNDUP(Y20,0),IF('TC 61-507 Max Shear'!Q21=\"Riprap CL III, t=\",ROUNDUP(Y20,0),IF('TC 61-507 Max Shear'!Q21=\"Riprap CL IV, t=\",ROUNDUP(Y20,0), IF('TC 61-507 Max Shear'!Q21=\"Grouted Riprap\",ROUNDUP(Y20,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q21","v":""},{"$f":"IF(R20=\"N/A\",\"N/A\",Q20*R20/3)","v":"N/A"},{"$f":"IF(T20=\"Grouted Riprap\",'Data Input Tab'!P20*U20,\"N/A\")","v":"N/A"},{"$f":"IF(T20=\"Grouted Riprap\",U20*(1-'Data Input Tab'!P20),\"N/A\")","v":"N/A"},{"$f":"IF(T20=\"Grouted Riprap\",W20*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q20*R20*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A23=\"\",\"\",'TC 61-507 Max Shear'!A23)","v":""},{"$f":"IF(A23=\"\",\"\",'Data Input Tab'!O23)","v":""},{"$f":"IF(O23=\"\",\"\",P23)","v":""},{"$f":"IF(O23=\"\",\"\",IF(T23=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T23=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T23=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T23=\"Riprap CL IV, t=\", \"Riprap CL IV\",T23)))))","v":""},{"$f":" IF(O23=\"\",\"\",IF(T23=\"Grouted Riprap\",U23,IF(T23=\"Rock Cut\",\"\",IF(T23=\"Riprap CL IV, t=\",U23,IF(R23=\"N/A\",Q23,S23)))))","v":""},{"$f":"IF(O23=\"\",\"\",IF(D23=\"Grouted Riprap\",\"Cubic Yd.\",IF(T23=\"Rock Cut\",\"\",IF(T23=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R23=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D23=\"Grouted Riprap\",X23,\"\")","v":""},{"$f":"IF(D23=\"Grouted Riprap\",V23,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G23","v":""},{"$f":"'TC 61-507 Max Shear'!I23","v":""},{"$f":"'TC 61-507 Max Shear'!K23","v":""},null,null,{"$f":"'Max Depth to Line'!O23","v":""},{"$f":"IF('Max Depth to Line'!P24=\"ECB\",IF('Max Depth to Line'!N23<=1.5,1.5,IF(AND('Max Depth to Line'!N23>1.5,'Max Depth to Line'!N23<=2),2,IF(AND('Max Depth to Line'!N23>2,'Max Depth to Line'!N23<=2.5),2.5,IF(AND('Max Depth to Line'!N23>2.5,'Max Depth to Line'!N23<=3),3,IF(AND('Max Depth to Line'!N23>3,'Max Depth to Line'!N23<=3.5),3.5,4))))),IF('Max Depth to Line'!N23<=1,1,IF(AND('Max Depth to Line'!N23>1,'Max Depth to Line'!N23<=1.5),1.5,IF(AND('Max Depth to Line'!N23>1.5,'Max Depth to Line'!N23<=2),2,IF(AND('Max Depth to Line'!N23>2,'Max Depth to Line'!N23<=2.5),2.5,IF(AND('Max Depth to Line'!N23>2.5,'Max Depth to Line'!N23<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J23*P23*J23*P23)+(P23*P23))+SQRT((L23*P23*L23*P23)+(P23*P23))+K23)*B23)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q24=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q24=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q24=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q24=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q24=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q24=\"Riprap CL IA, t=\",ROUNDUP(Y23,0),IF('TC 61-507 Max Shear'!Q24=\"Riprap CL II, t=\",ROUNDUP(Y23,0),IF('TC 61-507 Max Shear'!Q24=\"Riprap CL III, t=\",ROUNDUP(Y23,0),IF('TC 61-507 Max Shear'!Q24=\"Riprap CL IV, t=\",ROUNDUP(Y23,0), IF('TC 61-507 Max Shear'!Q24=\"Grouted Riprap\",ROUNDUP(Y23,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q24","v":""},{"$f":"IF(R23=\"N/A\",\"N/A\",Q23*R23/3)","v":"N/A"},{"$f":"IF(T23=\"Grouted Riprap\",'Data Input Tab'!P23*U23,\"N/A\")","v":"N/A"},{"$f":"IF(T23=\"Grouted Riprap\",U23*(1-'Data Input Tab'!P23),\"N/A\")","v":"N/A"},{"$f":"IF(T23=\"Grouted Riprap\",W23*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q23*R23*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A26=\"\",\"\",'TC 61-507 Max Shear'!A26)","v":""},{"$f":"IF(A26=\"\",\"\",'Data Input Tab'!O26)","v":""},{"$f":"IF(O26=\"\",\"\",P26)","v":""},{"$f":"IF(O26=\"\",\"\",IF(T26=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T26=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T26=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T26=\"Riprap CL IV, t=\", \"Riprap CL IV\",T26)))))","v":""},{"$f":" IF(O26=\"\",\"\",IF(T26=\"Grouted Riprap\",U26,IF(T26=\"Rock Cut\",\"\",IF(T26=\"Riprap CL IV, t=\",U26,IF(R26=\"N/A\",Q26,S26)))))","v":""},{"$f":"IF(O26=\"\",\"\",IF(D26=\"Grouted Riprap\",\"Cubic Yd.\",IF(T26=\"Rock Cut\",\"\",IF(T26=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R26=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D26=\"Grouted Riprap\",X26,\"\")","v":""},{"$f":"IF(D26=\"Grouted Riprap\",V26,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G26","v":""},{"$f":"'TC 61-507 Max Shear'!I26","v":""},{"$f":"'TC 61-507 Max Shear'!K26","v":""},null,null,{"$f":"'Max Depth to Line'!O26","v":""},{"$f":"IF('Max Depth to Line'!P27=\"ECB\",IF('Max Depth to Line'!N26<=1.5,1.5,IF(AND('Max Depth to Line'!N26>1.5,'Max Depth to Line'!N26<=2),2,IF(AND('Max Depth to Line'!N26>2,'Max Depth to Line'!N26<=2.5),2.5,IF(AND('Max Depth to Line'!N26>2.5,'Max Depth to Line'!N26<=3),3,IF(AND('Max Depth to Line'!N26>3,'Max Depth to Line'!N26<=3.5),3.5,4))))),IF('Max Depth to Line'!N26<=1,1,IF(AND('Max Depth to Line'!N26>1,'Max Depth to Line'!N26<=1.5),1.5,IF(AND('Max Depth to Line'!N26>1.5,'Max Depth to Line'!N26<=2),2,IF(AND('Max Depth to Line'!N26>2,'Max Depth to Line'!N26<=2.5),2.5,IF(AND('Max Depth to Line'!N26>2.5,'Max Depth to Line'!N26<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J26*P26*J26*P26)+(P26*P26))+SQRT((L26*P26*L26*P26)+(P26*P26))+K26)*B26)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q27=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q27=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q27=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q27=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q27=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q27=\"Riprap CL IA, t=\",ROUNDUP(Y26,0),IF('TC 61-507 Max Shear'!Q27=\"Riprap CL II, t=\",ROUNDUP(Y26,0),IF('TC 61-507 Max Shear'!Q27=\"Riprap CL III, t=\",ROUNDUP(Y26,0),IF('TC 61-507 Max Shear'!Q27=\"Riprap CL IV, t=\",ROUNDUP(Y26,0), IF('TC 61-507 Max Shear'!Q27=\"Grouted Riprap\",ROUNDUP(Y26,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q27","v":""},{"$f":"IF(R26=\"N/A\",\"N/A\",Q26*R26/3)","v":"N/A"},{"$f":"IF(T26=\"Grouted Riprap\",'Data Input Tab'!P26*U26,\"N/A\")","v":"N/A"},{"$f":"IF(T26=\"Grouted Riprap\",U26*(1-'Data Input Tab'!P26),\"N/A\")","v":"N/A"},{"$f":"IF(T26=\"Grouted Riprap\",W26*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q26*R26*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A29=\"\",\"\",'TC 61-507 Max Shear'!A29)","v":""},{"$f":"IF(A29=\"\",\"\",'Data Input Tab'!O29)","v":""},{"$f":"IF(O29=\"\",\"\",P29)","v":""},{"$f":"IF(O29=\"\",\"\",IF(T29=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T29=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T29=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T29=\"Riprap CL IV, t=\", \"Riprap CL IV\",T29)))))","v":""},{"$f":" IF(O29=\"\",\"\",IF(T29=\"Grouted Riprap\",U29,IF(T29=\"Rock Cut\",\"\",IF(T29=\"Riprap CL IV, t=\",U29,IF(R29=\"N/A\",Q29,S29)))))","v":""},{"$f":"IF(O29=\"\",\"\",IF(D29=\"Grouted Riprap\",\"Cubic Yd.\",IF(T29=\"Rock Cut\",\"\",IF(T29=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R29=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D29=\"Grouted Riprap\",X29,\"\")","v":""},{"$f":"IF(D29=\"Grouted Riprap\",V29,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G29","v":""},{"$f":"'TC 61-507 Max Shear'!I29","v":""},{"$f":"'TC 61-507 Max Shear'!K29","v":""},null,null,{"$f":"'Max Depth to Line'!O29","v":""},{"$f":"IF('Max Depth to Line'!P30=\"ECB\",IF('Max Depth to Line'!N29<=1.5,1.5,IF(AND('Max Depth to Line'!N29>1.5,'Max Depth to Line'!N29<=2),2,IF(AND('Max Depth to Line'!N29>2,'Max Depth to Line'!N29<=2.5),2.5,IF(AND('Max Depth to Line'!N29>2.5,'Max Depth to Line'!N29<=3),3,IF(AND('Max Depth to Line'!N29>3,'Max Depth to Line'!N29<=3.5),3.5,4))))),IF('Max Depth to Line'!N29<=1,1,IF(AND('Max Depth to Line'!N29>1,'Max Depth to Line'!N29<=1.5),1.5,IF(AND('Max Depth to Line'!N29>1.5,'Max Depth to Line'!N29<=2),2,IF(AND('Max Depth to Line'!N29>2,'Max Depth to Line'!N29<=2.5),2.5,IF(AND('Max Depth to Line'!N29>2.5,'Max Depth to Line'!N29<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J29*P29*J29*P29)+(P29*P29))+SQRT((L29*P29*L29*P29)+(P29*P29))+K29)*B29)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q30=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q30=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q30=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q30=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q30=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q30=\"Riprap CL IA, t=\",ROUNDUP(Y29,0),IF('TC 61-507 Max Shear'!Q30=\"Riprap CL II, t=\",ROUNDUP(Y29,0),IF('TC 61-507 Max Shear'!Q30=\"Riprap CL III, t=\",ROUNDUP(Y29,0),IF('TC 61-507 Max Shear'!Q30=\"Riprap CL IV, t=\",ROUNDUP(Y29,0), IF('TC 61-507 Max Shear'!Q30=\"Grouted Riprap\",ROUNDUP(Y29,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q30","v":""},{"$f":"IF(R29=\"N/A\",\"N/A\",Q29*R29/3)","v":"N/A"},{"$f":"IF(T29=\"Grouted Riprap\",'Data Input Tab'!P29*U29,\"N/A\")","v":"N/A"},{"$f":"IF(T29=\"Grouted Riprap\",U29*(1-'Data Input Tab'!P29),\"N/A\")","v":"N/A"},{"$f":"IF(T29=\"Grouted Riprap\",W29*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q29*R29*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A32=\"\",\"\",'TC 61-507 Max Shear'!A32)","v":""},{"$f":"IF(A32=\"\",\"\",'Data Input Tab'!O32)","v":""},{"$f":"IF(O32=\"\",\"\",P32)","v":""},{"$f":"IF(O32=\"\",\"\",IF(T32=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T32=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T32=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T32=\"Riprap CL IV, t=\", \"Riprap CL IV\",T32)))))","v":""},{"$f":" IF(O32=\"\",\"\",IF(T32=\"Grouted Riprap\",U32,IF(T32=\"Rock Cut\",\"\",IF(T32=\"Riprap CL IV, t=\",U32,IF(R32=\"N/A\",Q32,S32)))))","v":""},{"$f":"IF(O32=\"\",\"\",IF(D32=\"Grouted Riprap\",\"Cubic Yd.\",IF(T32=\"Rock Cut\",\"\",IF(T32=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R32=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D32=\"Grouted Riprap\",X32,\"\")","v":""},{"$f":"IF(D32=\"Grouted Riprap\",V32,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G32","v":""},{"$f":"'TC 61-507 Max Shear'!I32","v":""},{"$f":"'TC 61-507 Max Shear'!K32","v":""},null,null,{"$f":"'Max Depth to Line'!O32","v":""},{"$f":"IF('Max Depth to Line'!P33=\"ECB\",IF('Max Depth to Line'!N32<=1.5,1.5,IF(AND('Max Depth to Line'!N32>1.5,'Max Depth to Line'!N32<=2),2,IF(AND('Max Depth to Line'!N32>2,'Max Depth to Line'!N32<=2.5),2.5,IF(AND('Max Depth to Line'!N32>2.5,'Max Depth to Line'!N32<=3),3,IF(AND('Max Depth to Line'!N32>3,'Max Depth to Line'!N32<=3.5),3.5,4))))),IF('Max Depth to Line'!N32<=1,1,IF(AND('Max Depth to Line'!N32>1,'Max Depth to Line'!N32<=1.5),1.5,IF(AND('Max Depth to Line'!N32>1.5,'Max Depth to Line'!N32<=2),2,IF(AND('Max Depth to Line'!N32>2,'Max Depth to Line'!N32<=2.5),2.5,IF(AND('Max Depth to Line'!N32>2.5,'Max Depth to Line'!N32<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J32*P32*J32*P32)+(P32*P32))+SQRT((L32*P32*L32*P32)+(P32*P32))+K32)*B32)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q33=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q33=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q33=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q33=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q33=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q33=\"Riprap CL IA, t=\",ROUNDUP(Y32,0),IF('TC 61-507 Max Shear'!Q33=\"Riprap CL II, t=\",ROUNDUP(Y32,0),IF('TC 61-507 Max Shear'!Q33=\"Riprap CL III, t=\",ROUNDUP(Y32,0),IF('TC 61-507 Max Shear'!Q33=\"Riprap CL IV, t=\",ROUNDUP(Y32,0), IF('TC 61-507 Max Shear'!Q33=\"Grouted Riprap\",ROUNDUP(Y32,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q33","v":""},{"$f":"IF(R32=\"N/A\",\"N/A\",Q32*R32/3)","v":"N/A"},{"$f":"IF(T32=\"Grouted Riprap\",'Data Input Tab'!P32*U32,\"N/A\")","v":"N/A"},{"$f":"IF(T32=\"Grouted Riprap\",U32*(1-'Data Input Tab'!P32),\"N/A\")","v":"N/A"},{"$f":"IF(T32=\"Grouted Riprap\",W32*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q32*R32*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A35=\"\",\"\",'TC 61-507 Max Shear'!A35)","v":""},{"$f":"IF(A35=\"\",\"\",'Data Input Tab'!O35)","v":""},{"$f":"IF(O35=\"\",\"\",P35)","v":""},{"$f":"IF(O35=\"\",\"\",IF(T35=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T35=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T35=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T35=\"Riprap CL IV, t=\", \"Riprap CL IV\",T35)))))","v":""},{"$f":" IF(O35=\"\",\"\",IF(T35=\"Grouted Riprap\",U35,IF(T35=\"Rock Cut\",\"\",IF(T35=\"Riprap CL IV, t=\",U35,IF(R35=\"N/A\",Q35,S35)))))","v":""},{"$f":"IF(O35=\"\",\"\",IF(D35=\"Grouted Riprap\",\"Cubic Yd.\",IF(T35=\"Rock Cut\",\"\",IF(T35=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R35=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D35=\"Grouted Riprap\",X35,\"\")","v":""},{"$f":"IF(D35=\"Grouted Riprap\",V35,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G35","v":""},{"$f":"'TC 61-507 Max Shear'!I35","v":""},{"$f":"'TC 61-507 Max Shear'!K35","v":""},null,null,{"$f":"'Max Depth to Line'!O35","v":""},{"$f":"IF('Max Depth to Line'!P36=\"ECB\",IF('Max Depth to Line'!N35<=1.5,1.5,IF(AND('Max Depth to Line'!N35>1.5,'Max Depth to Line'!N35<=2),2,IF(AND('Max Depth to Line'!N35>2,'Max Depth to Line'!N35<=2.5),2.5,IF(AND('Max Depth to Line'!N35>2.5,'Max Depth to Line'!N35<=3),3,IF(AND('Max Depth to Line'!N35>3,'Max Depth to Line'!N35<=3.5),3.5,4))))),IF('Max Depth to Line'!N35<=1,1,IF(AND('Max Depth to Line'!N35>1,'Max Depth to Line'!N35<=1.5),1.5,IF(AND('Max Depth to Line'!N35>1.5,'Max Depth to Line'!N35<=2),2,IF(AND('Max Depth to Line'!N35>2,'Max Depth to Line'!N35<=2.5),2.5,IF(AND('Max Depth to Line'!N35>2.5,'Max Depth to Line'!N35<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J35*P35*J35*P35)+(P35*P35))+SQRT((L35*P35*L35*P35)+(P35*P35))+K35)*B35)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q36=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q36=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q36=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q36=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q36=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q36=\"Riprap CL IA, t=\",ROUNDUP(Y35,0),IF('TC 61-507 Max Shear'!Q36=\"Riprap CL II, t=\",ROUNDUP(Y35,0),IF('TC 61-507 Max Shear'!Q36=\"Riprap CL III, t=\",ROUNDUP(Y35,0),IF('TC 61-507 Max Shear'!Q36=\"Riprap CL IV, t=\",ROUNDUP(Y35,0), IF('TC 61-507 Max Shear'!Q36=\"Grouted Riprap\",ROUNDUP(Y35,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q36","v":""},{"$f":"IF(R35=\"N/A\",\"N/A\",Q35*R35/3)","v":"N/A"},{"$f":"IF(T35=\"Grouted Riprap\",'Data Input Tab'!P35*U35,\"N/A\")","v":"N/A"},{"$f":"IF(T35=\"Grouted Riprap\",U35*(1-'Data Input Tab'!P35),\"N/A\")","v":"N/A"},{"$f":"IF(T35=\"Grouted Riprap\",W35*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q35*R35*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A38=\"\",\"\",'TC 61-507 Max Shear'!A38)","v":""},{"$f":"IF(A38=\"\",\"\",'Data Input Tab'!O38)","v":""},{"$f":"IF(O38=\"\",\"\",P38)","v":""},{"$f":"IF(O38=\"\",\"\",IF(T38=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T38=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T38=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T38=\"Riprap CL IV, t=\", \"Riprap CL IV\",T38)))))","v":""},{"$f":" IF(O38=\"\",\"\",IF(T38=\"Grouted Riprap\",U38,IF(T38=\"Rock Cut\",\"\",IF(T38=\"Riprap CL IV, t=\",U38,IF(R38=\"N/A\",Q38,S38)))))","v":""},{"$f":"IF(O38=\"\",\"\",IF(D38=\"Grouted Riprap\",\"Cubic Yd.\",IF(T38=\"Rock Cut\",\"\",IF(T38=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R38=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D38=\"Grouted Riprap\",X38,\"\")","v":""},{"$f":"IF(D38=\"Grouted Riprap\",V38,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G38","v":""},{"$f":"'TC 61-507 Max Shear'!I38","v":""},{"$f":"'TC 61-507 Max Shear'!K38","v":""},null,null,{"$f":"'Max Depth to Line'!O38","v":""},{"$f":"IF('Max Depth to Line'!P39=\"ECB\",IF('Max Depth to Line'!N38<=1.5,1.5,IF(AND('Max Depth to Line'!N38>1.5,'Max Depth to Line'!N38<=2),2,IF(AND('Max Depth to Line'!N38>2,'Max Depth to Line'!N38<=2.5),2.5,IF(AND('Max Depth to Line'!N38>2.5,'Max Depth to Line'!N38<=3),3,IF(AND('Max Depth to Line'!N38>3,'Max Depth to Line'!N38<=3.5),3.5,4))))),IF('Max Depth to Line'!N38<=1,1,IF(AND('Max Depth to Line'!N38>1,'Max Depth to Line'!N38<=1.5),1.5,IF(AND('Max Depth to Line'!N38>1.5,'Max Depth to Line'!N38<=2),2,IF(AND('Max Depth to Line'!N38>2,'Max Depth to Line'!N38<=2.5),2.5,IF(AND('Max Depth to Line'!N38>2.5,'Max Depth to Line'!N38<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J38*P38*J38*P38)+(P38*P38))+SQRT((L38*P38*L38*P38)+(P38*P38))+K38)*B38)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q39=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q39=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q39=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q39=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q39=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q39=\"Riprap CL IA, t=\",ROUNDUP(Y38,0),IF('TC 61-507 Max Shear'!Q39=\"Riprap CL II, t=\",ROUNDUP(Y38,0),IF('TC 61-507 Max Shear'!Q39=\"Riprap CL III, t=\",ROUNDUP(Y38,0),IF('TC 61-507 Max Shear'!Q39=\"Riprap CL IV, t=\",ROUNDUP(Y38,0), IF('TC 61-507 Max Shear'!Q39=\"Grouted Riprap\",ROUNDUP(Y38,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q39","v":""},{"$f":"IF(R38=\"N/A\",\"N/A\",Q38*R38/3)","v":"N/A"},{"$f":"IF(T38=\"Grouted Riprap\",'Data Input Tab'!P38*U38,\"N/A\")","v":"N/A"},{"$f":"IF(T38=\"Grouted Riprap\",U38*(1-'Data Input Tab'!P38),\"N/A\")","v":"N/A"},{"$f":"IF(T38=\"Grouted Riprap\",W38*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q38*R38*0.5","v":{"$error":"#VALUE!"}}]
[]
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[{"$f":"IF('TC 61-507 Max Shear'!A41=\"\",\"\",'TC 61-507 Max Shear'!A41)","v":""},{"$f":"IF(A41=\"\",\"\",'Data Input Tab'!O41)","v":""},{"$f":"IF(O41=\"\",\"\",P41)","v":""},{"$f":"IF(O41=\"\",\"\",IF(T41=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T41=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T41=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T41=\"Riprap CL IV, t=\", \"Riprap CL IV\",T41)))))","v":""},{"$f":" IF(O41=\"\",\"\",IF(T41=\"Grouted Riprap\",U41,IF(T41=\"Rock Cut\",\"\",IF(T41=\"Riprap CL IV, t=\",U41,IF(R41=\"N/A\",Q41,S41)))))","v":""},{"$f":"IF(O41=\"\",\"\",IF(D41=\"Grouted Riprap\",\"Cubic Yd.\",IF(T41=\"Rock Cut\",\"\",IF(T41=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R41=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D41=\"Grouted Riprap\",X41,\"\")","v":""},{"$f":"IF(D41=\"Grouted Riprap\",V41,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G41","v":""},{"$f":"'TC 61-507 Max Shear'!I41","v":""},{"$f":"'TC 61-507 Max Shear'!K41","v":""},null,null,{"$f":"'Max Depth to Line'!O41","v":""},{"$f":"IF('Max Depth to Line'!P42=\"ECB\",IF('Max Depth to Line'!N41<=1.5,1.5,IF(AND('Max Depth to Line'!N41>1.5,'Max Depth to Line'!N41<=2),2,IF(AND('Max Depth to Line'!N41>2,'Max Depth to Line'!N41<=2.5),2.5,IF(AND('Max Depth to Line'!N41>2.5,'Max Depth to Line'!N41<=3),3,IF(AND('Max Depth to Line'!N41>3,'Max Depth to Line'!N41<=3.5),3.5,4))))),IF('Max Depth to Line'!N41<=1,1,IF(AND('Max Depth to Line'!N41>1,'Max Depth to Line'!N41<=1.5),1.5,IF(AND('Max Depth to Line'!N41>1.5,'Max Depth to Line'!N41<=2),2,IF(AND('Max Depth to Line'!N41>2,'Max Depth to Line'!N41<=2.5),2.5,IF(AND('Max Depth to Line'!N41>2.5,'Max Depth to Line'!N41<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J41*P41*J41*P41)+(P41*P41))+SQRT((L41*P41*L41*P41)+(P41*P41))+K41)*B41)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q42=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q42=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q42=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q42=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q42=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q42=\"Riprap CL IA, t=\",ROUNDUP(Y41,0),IF('TC 61-507 Max Shear'!Q42=\"Riprap CL II, t=\",ROUNDUP(Y41,0),IF('TC 61-507 Max Shear'!Q42=\"Riprap CL III, t=\",ROUNDUP(Y41,0),IF('TC 61-507 Max Shear'!Q42=\"Riprap CL IV, t=\",ROUNDUP(Y41,0), IF('TC 61-507 Max Shear'!Q42=\"Grouted Riprap\",ROUNDUP(Y41,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q42","v":""},{"$f":"IF(R41=\"N/A\",\"N/A\",Q41*R41/3)","v":"N/A"},{"$f":"IF(T41=\"Grouted Riprap\",'Data Input Tab'!P41*U41,\"N/A\")","v":"N/A"},{"$f":"IF(T41=\"Grouted Riprap\",U41*(1-'Data Input Tab'!P41),\"N/A\")","v":"N/A"},{"$f":"IF(T41=\"Grouted Riprap\",W41*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q41*R41*0.5","v":{"$error":"#VALUE!"}}]
[]
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[{"$f":"IF('TC 61-507 Max Shear'!A44=\"\",\"\",'TC 61-507 Max Shear'!A44)","v":""},{"$f":"IF(A44=\"\",\"\",'Data Input Tab'!O44)","v":""},{"$f":"IF(O44=\"\",\"\",P44)","v":""},{"$f":"IF(O44=\"\",\"\",IF(T44=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T44=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T44=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T44=\"Riprap CL IV, t=\", \"Riprap CL IV\",T44)))))","v":""},{"$f":" IF(O44=\"\",\"\",IF(T44=\"Grouted Riprap\",U44,IF(T44=\"Rock Cut\",\"\",IF(T44=\"Riprap CL IV, t=\",U44,IF(R44=\"N/A\",Q44,S44)))))","v":""},{"$f":"IF(O44=\"\",\"\",IF(D44=\"Grouted Riprap\",\"Cubic Yd.\",IF(T44=\"Rock Cut\",\"\",IF(T44=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R44=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D44=\"Grouted Riprap\",X44,\"\")","v":""},{"$f":"IF(D44=\"Grouted Riprap\",V44,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G44","v":""},{"$f":"'TC 61-507 Max Shear'!I44","v":""},{"$f":"'TC 61-507 Max Shear'!K44","v":""},null,null,{"$f":"'Max Depth to Line'!O44","v":""},{"$f":"IF('Max Depth to Line'!P45=\"ECB\",IF('Max Depth to Line'!N44<=1.5,1.5,IF(AND('Max Depth to Line'!N44>1.5,'Max Depth to Line'!N44<=2),2,IF(AND('Max Depth to Line'!N44>2,'Max Depth to Line'!N44<=2.5),2.5,IF(AND('Max Depth to Line'!N44>2.5,'Max Depth to Line'!N44<=3),3,IF(AND('Max Depth to Line'!N44>3,'Max Depth to Line'!N44<=3.5),3.5,4))))),IF('Max Depth to Line'!N44<=1,1,IF(AND('Max Depth to Line'!N44>1,'Max Depth to Line'!N44<=1.5),1.5,IF(AND('Max Depth to Line'!N44>1.5,'Max Depth to Line'!N44<=2),2,IF(AND('Max Depth to Line'!N44>2,'Max Depth to Line'!N44<=2.5),2.5,IF(AND('Max Depth to Line'!N44>2.5,'Max Depth to Line'!N44<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J44*P44*J44*P44)+(P44*P44))+SQRT((L44*P44*L44*P44)+(P44*P44))+K44)*B44)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q45=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q45=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q45=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q45=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q45=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q45=\"Riprap CL IA, t=\",ROUNDUP(Y44,0),IF('TC 61-507 Max Shear'!Q45=\"Riprap CL II, t=\",ROUNDUP(Y44,0),IF('TC 61-507 Max Shear'!Q45=\"Riprap CL III, t=\",ROUNDUP(Y44,0),IF('TC 61-507 Max Shear'!Q45=\"Riprap CL IV, t=\",ROUNDUP(Y44,0), IF('TC 61-507 Max Shear'!Q45=\"Grouted Riprap\",ROUNDUP(Y44,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q45","v":""},{"$f":"IF(R44=\"N/A\",\"N/A\",Q44*R44/3)","v":"N/A"},{"$f":"IF(T44=\"Grouted Riprap\",'Data Input Tab'!P44*U44,\"N/A\")","v":"N/A"},{"$f":"IF(T44=\"Grouted Riprap\",U44*(1-'Data Input Tab'!P44),\"N/A\")","v":"N/A"},{"$f":"IF(T44=\"Grouted Riprap\",W44*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q44*R44*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A47=\"\",\"\",'TC 61-507 Max Shear'!A47)","v":""},{"$f":"IF(A47=\"\",\"\",'Data Input Tab'!O47)","v":""},{"$f":"IF(O47=\"\",\"\",P47)","v":""},{"$f":"IF(O47=\"\",\"\",IF(T47=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T47=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T47=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T47=\"Riprap CL IV, t=\", \"Riprap CL IV\",T47)))))","v":""},{"$f":" IF(O47=\"\",\"\",IF(T47=\"Grouted Riprap\",U47,IF(T47=\"Rock Cut\",\"\",IF(T47=\"Riprap CL IV, t=\",U47,IF(R47=\"N/A\",Q47,S47)))))","v":""},{"$f":"IF(O47=\"\",\"\",IF(D47=\"Grouted Riprap\",\"Cubic Yd.\",IF(T47=\"Rock Cut\",\"\",IF(T47=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R47=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D47=\"Grouted Riprap\",X47,\"\")","v":""},{"$f":"IF(D47=\"Grouted Riprap\",V47,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G47","v":""},{"$f":"'TC 61-507 Max Shear'!I47","v":""},{"$f":"'TC 61-507 Max Shear'!K47","v":""},null,null,{"$f":"'Max Depth to Line'!O47","v":""},{"$f":"IF('Max Depth to Line'!P48=\"ECB\",IF('Max Depth to Line'!N47<=1.5,1.5,IF(AND('Max Depth to Line'!N47>1.5,'Max Depth to Line'!N47<=2),2,IF(AND('Max Depth to Line'!N47>2,'Max Depth to Line'!N47<=2.5),2.5,IF(AND('Max Depth to Line'!N47>2.5,'Max Depth to Line'!N47<=3),3,IF(AND('Max Depth to Line'!N47>3,'Max Depth to Line'!N47<=3.5),3.5,4))))),IF('Max Depth to Line'!N47<=1,1,IF(AND('Max Depth to Line'!N47>1,'Max Depth to Line'!N47<=1.5),1.5,IF(AND('Max Depth to Line'!N47>1.5,'Max Depth to Line'!N47<=2),2,IF(AND('Max Depth to Line'!N47>2,'Max Depth to Line'!N47<=2.5),2.5,IF(AND('Max Depth to Line'!N47>2.5,'Max Depth to Line'!N47<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J47*P47*J47*P47)+(P47*P47))+SQRT((L47*P47*L47*P47)+(P47*P47))+K47)*B47)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q48=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q48=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q48=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q48=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q48=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q48=\"Riprap CL IA, t=\",ROUNDUP(Y47,0),IF('TC 61-507 Max Shear'!Q48=\"Riprap CL II, t=\",ROUNDUP(Y47,0),IF('TC 61-507 Max Shear'!Q48=\"Riprap CL III, t=\",ROUNDUP(Y47,0),IF('TC 61-507 Max Shear'!Q48=\"Riprap CL IV, t=\",ROUNDUP(Y47,0), IF('TC 61-507 Max Shear'!Q48=\"Grouted Riprap\",ROUNDUP(Y47,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q48","v":""},{"$f":"IF(R47=\"N/A\",\"N/A\",Q47*R47/3)","v":"N/A"},{"$f":"IF(T47=\"Grouted Riprap\",'Data Input Tab'!P47*U47,\"N/A\")","v":"N/A"},{"$f":"IF(T47=\"Grouted Riprap\",U47*(1-'Data Input Tab'!P47),\"N/A\")","v":"N/A"},{"$f":"IF(T47=\"Grouted Riprap\",W47*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q47*R47*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A50=\"\",\"\",'TC 61-507 Max Shear'!A50)","v":""},{"$f":"IF(A50=\"\",\"\",'Data Input Tab'!O50)","v":""},{"$f":"IF(O50=\"\",\"\",P50)","v":""},{"$f":"IF(O50=\"\",\"\",IF(T50=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T50=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T50=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T50=\"Riprap CL IV, t=\", \"Riprap CL IV\",T50)))))","v":""},{"$f":" IF(O50=\"\",\"\",IF(T50=\"Grouted Riprap\",U50,IF(T50=\"Rock Cut\",\"\",IF(T50=\"Riprap CL IV, t=\",U50,IF(R50=\"N/A\",Q50,S50)))))","v":""},{"$f":"IF(O50=\"\",\"\",IF(D50=\"Grouted Riprap\",\"Cubic Yd.\",IF(T50=\"Rock Cut\",\"\",IF(T50=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R50=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D50=\"Grouted Riprap\",X50,\"\")","v":""},{"$f":"IF(D50=\"Grouted Riprap\",V50,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G50","v":""},{"$f":"'TC 61-507 Max Shear'!I50","v":""},{"$f":"'TC 61-507 Max Shear'!K50","v":""},null,null,{"$f":"'Max Depth to Line'!O50","v":""},{"$f":"IF('Max Depth to Line'!P51=\"ECB\",IF('Max Depth to Line'!N50<=1.5,1.5,IF(AND('Max Depth to Line'!N50>1.5,'Max Depth to Line'!N50<=2),2,IF(AND('Max Depth to Line'!N50>2,'Max Depth to Line'!N50<=2.5),2.5,IF(AND('Max Depth to Line'!N50>2.5,'Max Depth to Line'!N50<=3),3,IF(AND('Max Depth to Line'!N50>3,'Max Depth to Line'!N50<=3.5),3.5,4))))),IF('Max Depth to Line'!N50<=1,1,IF(AND('Max Depth to Line'!N50>1,'Max Depth to Line'!N50<=1.5),1.5,IF(AND('Max Depth to Line'!N50>1.5,'Max Depth to Line'!N50<=2),2,IF(AND('Max Depth to Line'!N50>2,'Max Depth to Line'!N50<=2.5),2.5,IF(AND('Max Depth to Line'!N50>2.5,'Max Depth to Line'!N50<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J50*P50*J50*P50)+(P50*P50))+SQRT((L50*P50*L50*P50)+(P50*P50))+K50)*B50)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q51=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q51=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q51=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q51=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q51=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q51=\"Riprap CL IA, t=\",ROUNDUP(Y50,0),IF('TC 61-507 Max Shear'!Q51=\"Riprap CL II, t=\",ROUNDUP(Y50,0),IF('TC 61-507 Max Shear'!Q51=\"Riprap CL III, t=\",ROUNDUP(Y50,0),IF('TC 61-507 Max Shear'!Q51=\"Riprap CL IV, t=\",ROUNDUP(Y50,0), IF('TC 61-507 Max Shear'!Q51=\"Grouted Riprap\",ROUNDUP(Y50,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q51","v":""},{"$f":"IF(R50=\"N/A\",\"N/A\",Q50*R50/3)","v":"N/A"},{"$f":"IF(T50=\"Grouted Riprap\",'Data Input Tab'!P50*U50,\"N/A\")","v":"N/A"},{"$f":"IF(T50=\"Grouted Riprap\",U50*(1-'Data Input Tab'!P50),\"N/A\")","v":"N/A"},{"$f":"IF(T50=\"Grouted Riprap\",W50*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q50*R50*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A53=\"\",\"\",'TC 61-507 Max Shear'!A53)","v":""},{"$f":"IF(A53=\"\",\"\",'Data Input Tab'!O53)","v":""},{"$f":"IF(O53=\"\",\"\",P53)","v":""},{"$f":"IF(O53=\"\",\"\",IF(T53=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T53=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T53=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T53=\"Riprap CL IV, t=\", \"Riprap CL IV\",T53)))))","v":""},{"$f":" IF(O53=\"\",\"\",IF(T53=\"Grouted Riprap\",U53,IF(T53=\"Rock Cut\",\"\",IF(T53=\"Riprap CL IV, t=\",U53,IF(R53=\"N/A\",Q53,S53)))))","v":""},{"$f":"IF(O53=\"\",\"\",IF(D53=\"Grouted Riprap\",\"Cubic Yd.\",IF(T53=\"Rock Cut\",\"\",IF(T53=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R53=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D53=\"Grouted Riprap\",X53,\"\")","v":""},{"$f":"IF(D53=\"Grouted Riprap\",V53,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G53","v":""},{"$f":"'TC 61-507 Max Shear'!I53","v":""},{"$f":"'TC 61-507 Max Shear'!K53","v":""},null,null,{"$f":"'Max Depth to Line'!O53","v":""},{"$f":"IF('Max Depth to Line'!P54=\"ECB\",IF('Max Depth to Line'!N53<=1.5,1.5,IF(AND('Max Depth to Line'!N53>1.5,'Max Depth to Line'!N53<=2),2,IF(AND('Max Depth to Line'!N53>2,'Max Depth to Line'!N53<=2.5),2.5,IF(AND('Max Depth to Line'!N53>2.5,'Max Depth to Line'!N53<=3),3,IF(AND('Max Depth to Line'!N53>3,'Max Depth to Line'!N53<=3.5),3.5,4))))),IF('Max Depth to Line'!N53<=1,1,IF(AND('Max Depth to Line'!N53>1,'Max Depth to Line'!N53<=1.5),1.5,IF(AND('Max Depth to Line'!N53>1.5,'Max Depth to Line'!N53<=2),2,IF(AND('Max Depth to Line'!N53>2,'Max Depth to Line'!N53<=2.5),2.5,IF(AND('Max Depth to Line'!N53>2.5,'Max Depth to Line'!N53<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J53*P53*J53*P53)+(P53*P53))+SQRT((L53*P53*L53*P53)+(P53*P53))+K53)*B53)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q54=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q54=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q54=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q54=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q54=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q54=\"Riprap CL IA, t=\",ROUNDUP(Y53,0),IF('TC 61-507 Max Shear'!Q54=\"Riprap CL II, t=\",ROUNDUP(Y53,0),IF('TC 61-507 Max Shear'!Q54=\"Riprap CL III, t=\",ROUNDUP(Y53,0),IF('TC 61-507 Max Shear'!Q54=\"Riprap CL IV, t=\",ROUNDUP(Y53,0), IF('TC 61-507 Max Shear'!Q54=\"Grouted Riprap\",ROUNDUP(Y53,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q54","v":""},{"$f":"IF(R53=\"N/A\",\"N/A\",Q53*R53/3)","v":"N/A"},{"$f":"IF(T53=\"Grouted Riprap\",'Data Input Tab'!P53*U53,\"N/A\")","v":"N/A"},{"$f":"IF(T53=\"Grouted Riprap\",U53*(1-'Data Input Tab'!P53),\"N/A\")","v":"N/A"},{"$f":"IF(T53=\"Grouted Riprap\",W53*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q53*R53*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A56=\"\",\"\",'TC 61-507 Max Shear'!A56)","v":""},{"$f":"IF(A56=\"\",\"\",'Data Input Tab'!O56)","v":""},{"$f":"IF(O56=\"\",\"\",P56)","v":""},{"$f":"IF(O56=\"\",\"\",IF(T56=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T56=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T56=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T56=\"Riprap CL IV, t=\", \"Riprap CL IV\",T56)))))","v":""},{"$f":" IF(O56=\"\",\"\",IF(T56=\"Grouted Riprap\",U56,IF(T56=\"Rock Cut\",\"\",IF(T56=\"Riprap CL IV, t=\",U56,IF(R56=\"N/A\",Q56,S56)))))","v":""},{"$f":"IF(O56=\"\",\"\",IF(D56=\"Grouted Riprap\",\"Cubic Yd.\",IF(T56=\"Rock Cut\",\"\",IF(T56=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R56=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D56=\"Grouted Riprap\",X56,\"\")","v":""},{"$f":"IF(D56=\"Grouted Riprap\",V56,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G56","v":""},{"$f":"'TC 61-507 Max Shear'!I56","v":""},{"$f":"'TC 61-507 Max Shear'!K56","v":""},null,null,{"$f":"'Max Depth to Line'!O56","v":""},{"$f":"IF('Max Depth to Line'!P57=\"ECB\",IF('Max Depth to Line'!N56<=1.5,1.5,IF(AND('Max Depth to Line'!N56>1.5,'Max Depth to Line'!N56<=2),2,IF(AND('Max Depth to Line'!N56>2,'Max Depth to Line'!N56<=2.5),2.5,IF(AND('Max Depth to Line'!N56>2.5,'Max Depth to Line'!N56<=3),3,IF(AND('Max Depth to Line'!N56>3,'Max Depth to Line'!N56<=3.5),3.5,4))))),IF('Max Depth to Line'!N56<=1,1,IF(AND('Max Depth to Line'!N56>1,'Max Depth to Line'!N56<=1.5),1.5,IF(AND('Max Depth to Line'!N56>1.5,'Max Depth to Line'!N56<=2),2,IF(AND('Max Depth to Line'!N56>2,'Max Depth to Line'!N56<=2.5),2.5,IF(AND('Max Depth to Line'!N56>2.5,'Max Depth to Line'!N56<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J56*P56*J56*P56)+(P56*P56))+SQRT((L56*P56*L56*P56)+(P56*P56))+K56)*B56)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q57=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q57=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q57=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q57=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q57=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q57=\"Riprap CL IA, t=\",ROUNDUP(Y56,0),IF('TC 61-507 Max Shear'!Q57=\"Riprap CL II, t=\",ROUNDUP(Y56,0),IF('TC 61-507 Max Shear'!Q57=\"Riprap CL III, t=\",ROUNDUP(Y56,0),IF('TC 61-507 Max Shear'!Q57=\"Riprap CL IV, t=\",ROUNDUP(Y56,0), IF('TC 61-507 Max Shear'!Q57=\"Grouted Riprap\",ROUNDUP(Y56,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q57","v":""},{"$f":"IF(R56=\"N/A\",\"N/A\",Q56*R56/3)","v":"N/A"},{"$f":"IF(T56=\"Grouted Riprap\",'Data Input Tab'!P56*U56,\"N/A\")","v":"N/A"},{"$f":"IF(T56=\"Grouted Riprap\",U56*(1-'Data Input Tab'!P56),\"N/A\")","v":"N/A"},{"$f":"IF(T56=\"Grouted Riprap\",W56*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q56*R56*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A59=\"\",\"\",'TC 61-507 Max Shear'!A59)","v":""},{"$f":"IF(A59=\"\",\"\",'Data Input Tab'!O59)","v":""},{"$f":"IF(O59=\"\",\"\",P59)","v":""},{"$f":"IF(O59=\"\",\"\",IF(T59=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T59=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T59=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T59=\"Riprap CL IV, t=\", \"Riprap CL IV\",T59)))))","v":""},{"$f":" IF(O59=\"\",\"\",IF(T59=\"Grouted Riprap\",U59,IF(T59=\"Rock Cut\",\"\",IF(T59=\"Riprap CL IV, t=\",U59,IF(R59=\"N/A\",Q59,S59)))))","v":""},{"$f":"IF(O59=\"\",\"\",IF(D59=\"Grouted Riprap\",\"Cubic Yd.\",IF(T59=\"Rock Cut\",\"\",IF(T59=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R59=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D59=\"Grouted Riprap\",X59,\"\")","v":""},{"$f":"IF(D59=\"Grouted Riprap\",V59,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G59","v":""},{"$f":"'TC 61-507 Max Shear'!I59","v":""},{"$f":"'TC 61-507 Max Shear'!K59","v":""},null,null,{"$f":"'Max Depth to Line'!O59","v":""},{"$f":"IF('Max Depth to Line'!P60=\"ECB\",IF('Max Depth to Line'!N59<=1.5,1.5,IF(AND('Max Depth to Line'!N59>1.5,'Max Depth to Line'!N59<=2),2,IF(AND('Max Depth to Line'!N59>2,'Max Depth to Line'!N59<=2.5),2.5,IF(AND('Max Depth to Line'!N59>2.5,'Max Depth to Line'!N59<=3),3,IF(AND('Max Depth to Line'!N59>3,'Max Depth to Line'!N59<=3.5),3.5,4))))),IF('Max Depth to Line'!N59<=1,1,IF(AND('Max Depth to Line'!N59>1,'Max Depth to Line'!N59<=1.5),1.5,IF(AND('Max Depth to Line'!N59>1.5,'Max Depth to Line'!N59<=2),2,IF(AND('Max Depth to Line'!N59>2,'Max Depth to Line'!N59<=2.5),2.5,IF(AND('Max Depth to Line'!N59>2.5,'Max Depth to Line'!N59<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J59*P59*J59*P59)+(P59*P59))+SQRT((L59*P59*L59*P59)+(P59*P59))+K59)*B59)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q60=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q60=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q60=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q60=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q60=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q60=\"Riprap CL IA, t=\",ROUNDUP(Y59,0),IF('TC 61-507 Max Shear'!Q60=\"Riprap CL II, t=\",ROUNDUP(Y59,0),IF('TC 61-507 Max Shear'!Q60=\"Riprap CL III, t=\",ROUNDUP(Y59,0),IF('TC 61-507 Max Shear'!Q60=\"Riprap CL IV, t=\",ROUNDUP(Y59,0), IF('TC 61-507 Max Shear'!Q60=\"Grouted Riprap\",ROUNDUP(Y59,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q60","v":""},{"$f":"IF(R59=\"N/A\",\"N/A\",Q59*R59/3)","v":"N/A"},{"$f":"IF(T59=\"Grouted Riprap\",'Data Input Tab'!P59*U59,\"N/A\")","v":"N/A"},{"$f":"IF(T59=\"Grouted Riprap\",U59*(1-'Data Input Tab'!P59),\"N/A\")","v":"N/A"},{"$f":"IF(T59=\"Grouted Riprap\",W59*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q59*R59*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A62=\"\",\"\",'TC 61-507 Max Shear'!A62)","v":""},{"$f":"IF(A62=\"\",\"\",'Data Input Tab'!O62)","v":""},{"$f":"IF(O62=\"\",\"\",P62)","v":""},{"$f":"IF(O62=\"\",\"\",IF(T62=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T62=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T62=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T62=\"Riprap CL IV, t=\", \"Riprap CL IV\",T62)))))","v":""},{"$f":" IF(O62=\"\",\"\",IF(T62=\"Grouted Riprap\",U62,IF(T62=\"Rock Cut\",\"\",IF(T62=\"Riprap CL IV, t=\",U62,IF(R62=\"N/A\",Q62,S62)))))","v":""},{"$f":"IF(O62=\"\",\"\",IF(D62=\"Grouted Riprap\",\"Cubic Yd.\",IF(T62=\"Rock Cut\",\"\",IF(T62=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R62=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D62=\"Grouted Riprap\",X62,\"\")","v":""},{"$f":"IF(D62=\"Grouted Riprap\",V62,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G62","v":""},{"$f":"'TC 61-507 Max Shear'!I62","v":""},{"$f":"'TC 61-507 Max Shear'!K62","v":""},null,null,{"$f":"'Max Depth to Line'!O62","v":""},{"$f":"IF('Max Depth to Line'!P63=\"ECB\",IF('Max Depth to Line'!N62<=1.5,1.5,IF(AND('Max Depth to Line'!N62>1.5,'Max Depth to Line'!N62<=2),2,IF(AND('Max Depth to Line'!N62>2,'Max Depth to Line'!N62<=2.5),2.5,IF(AND('Max Depth to Line'!N62>2.5,'Max Depth to Line'!N62<=3),3,IF(AND('Max Depth to Line'!N62>3,'Max Depth to Line'!N62<=3.5),3.5,4))))),IF('Max Depth to Line'!N62<=1,1,IF(AND('Max Depth to Line'!N62>1,'Max Depth to Line'!N62<=1.5),1.5,IF(AND('Max Depth to Line'!N62>1.5,'Max Depth to Line'!N62<=2),2,IF(AND('Max Depth to Line'!N62>2,'Max Depth to Line'!N62<=2.5),2.5,IF(AND('Max Depth to Line'!N62>2.5,'Max Depth to Line'!N62<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J62*P62*J62*P62)+(P62*P62))+SQRT((L62*P62*L62*P62)+(P62*P62))+K62)*B62)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q63=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q63=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q63=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q63=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q63=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q63=\"Riprap CL IA, t=\",ROUNDUP(Y62,0),IF('TC 61-507 Max Shear'!Q63=\"Riprap CL II, t=\",ROUNDUP(Y62,0),IF('TC 61-507 Max Shear'!Q63=\"Riprap CL III, t=\",ROUNDUP(Y62,0),IF('TC 61-507 Max Shear'!Q63=\"Riprap CL IV, t=\",ROUNDUP(Y62,0), IF('TC 61-507 Max Shear'!Q63=\"Grouted Riprap\",ROUNDUP(Y62,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q63","v":""},{"$f":"IF(R62=\"N/A\",\"N/A\",Q62*R62/3)","v":"N/A"},{"$f":"IF(T62=\"Grouted Riprap\",'Data Input Tab'!P62*U62,\"N/A\")","v":"N/A"},{"$f":"IF(T62=\"Grouted Riprap\",U62*(1-'Data Input Tab'!P62),\"N/A\")","v":"N/A"},{"$f":"IF(T62=\"Grouted Riprap\",W62*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q62*R62*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[{"$f":"IF('TC 61-507 Max Shear'!A65=\"\",\"\",'TC 61-507 Max Shear'!A65)","v":""},{"$f":"IF(A65=\"\",\"\",'Data Input Tab'!O65)","v":""},{"$f":"IF(O65=\"\",\"\",P65)","v":""},{"$f":"IF(O65=\"\",\"\",IF(T65=\"Riprap CL IA, t=\", \"Riprap CL IA\", IF(T65=\"Riprap CL II, t=\", \"Riprap CL II\", IF(T65=\"Riprap CL III, t=\", \"Riprap CL III\", IF(T65=\"Riprap CL IV, t=\", \"Riprap CL IV\",T65)))))","v":""},{"$f":" IF(O65=\"\",\"\",IF(T65=\"Grouted Riprap\",U65,IF(T65=\"Rock Cut\",\"\",IF(T65=\"Riprap CL IV, t=\",U65,IF(R65=\"N/A\",Q65,S65)))))","v":""},{"$f":"IF(O65=\"\",\"\",IF(D65=\"Grouted Riprap\",\"Cubic Yd.\",IF(T65=\"Rock Cut\",\"\",IF(T65=\"Riprap CL IV, t=\",\"Cubic Yd.\",IF(R65=\"N/A\", \"Sq. Yd.\", \"Ton\")))))","v":""},{"$f":"IF(D65=\"Grouted Riprap\",X65,\"\")","v":""},{"$f":"IF(D65=\"Grouted Riprap\",V65,\"\")","v":""},null,{"$f":"'TC 61-507 Max Shear'!G65","v":""},{"$f":"'TC 61-507 Max Shear'!I65","v":""},{"$f":"'TC 61-507 Max Shear'!K65","v":""},null,null,{"$f":"'Max Depth to Line'!O65","v":""},{"$f":"IF('Max Depth to Line'!P66=\"ECB\",IF('Max Depth to Line'!N65<=1.5,1.5,IF(AND('Max Depth to Line'!N65>1.5,'Max Depth to Line'!N65<=2),2,IF(AND('Max Depth to Line'!N65>2,'Max Depth to Line'!N65<=2.5),2.5,IF(AND('Max Depth to Line'!N65>2.5,'Max Depth to Line'!N65<=3),3,IF(AND('Max Depth to Line'!N65>3,'Max Depth to Line'!N65<=3.5),3.5,4))))),IF('Max Depth to Line'!N65<=1,1,IF(AND('Max Depth to Line'!N65>1,'Max Depth to Line'!N65<=1.5),1.5,IF(AND('Max Depth to Line'!N65>1.5,'Max Depth to Line'!N65<=2),2,IF(AND('Max Depth to Line'!N65>2,'Max Depth to Line'!N65<=2.5),2.5,IF(AND('Max Depth to Line'!N65>2.5,'Max Depth to Line'!N65<=3),3,3.5))))))","v":1},{"$f":"ROUNDUP(((SQRT((J65*P65*J65*P65)+(P65*P65))+SQRT((L65*P65*L65*P65)+(P65*P65))+K65)*B65)/9,0)","v":{"$error":"#VALUE!"}},{"$f":"IF('TC 61-507 Max Shear'!Q66=\"Riprap CL IA, t=\",0.5,IF('TC 61-507 Max Shear'!Q66=\"Riprap CL II, t=\", 1.25,IF('TC 61-507 Max Shear'!Q66=\"Riprap CL III, t=\",2,IF('TC 61-507 Max Shear'!Q66=\"Riprap CL IV, t=\", 2, IF('TC 61-507 Max Shear'!Q66=\"Grouted Riprap\",2, \"N/A\")))))","v":"N/A"},{"$f":"IF('TC 61-507 Max Shear'!Q66=\"Riprap CL IA, t=\",ROUNDUP(Y65,0),IF('TC 61-507 Max Shear'!Q66=\"Riprap CL II, t=\",ROUNDUP(Y65,0),IF('TC 61-507 Max Shear'!Q66=\"Riprap CL III, t=\",ROUNDUP(Y65,0),IF('TC 61-507 Max Shear'!Q66=\"Riprap CL IV, t=\",ROUNDUP(Y65,0), IF('TC 61-507 Max Shear'!Q66=\"Grouted Riprap\",ROUNDUP(Y65,0), \"N/A\")))))","v":"N/A"},{"$f":"'TC 61-507 Max Shear'!Q66","v":""},{"$f":"IF(R65=\"N/A\",\"N/A\",Q65*R65/3)","v":"N/A"},{"$f":"IF(T65=\"Grouted Riprap\",'Data Input Tab'!P65*U65,\"N/A\")","v":"N/A"},{"$f":"IF(T65=\"Grouted Riprap\",U65*(1-'Data Input Tab'!P65),\"N/A\")","v":"N/A"},{"$f":"IF(T65=\"Grouted Riprap\",W65*3*0.5,\"N/A\")","v":"N/A"},{"$f":"Q65*R65*0.5","v":{"$error":"#VALUE!"}}]
[]
[]
[]
["*GROUT CHANNEL LINING WITH HIGH ",null,"BID ITEM "]
["SLUMP 3000 PSI GROUT",null,"20911EC","HIGH SLUMP 3000 PSI GROUT"]
[null,null,"NOTE ON GEN SUMM:  "]
[null,null,"ESTIMATED AT 20% OF THE TOP 1 FOOT OF DEPTH OF CHANNEL LINING"]