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[null,null,null,"Disclaimer"]
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[null,null,null,"This Design Calculation Spreadsheet is provided \"as-is\" without warranty of any kind. The Montana Department of Transportation makes no representations or warranties whatsoever with respect to the accuracy or completeness of this tool and assumes no responsibility for the suitability of this tool for a particular purpose; and MDT will not be liable for any damages incurred as a result of errors in this tool. \n\nBy selecting Accept, you are agreeing to these terms and conditions."]
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[null,null,null,null,null,null,null,null,null,null,"WARNING: \nFor the tool to work properly, please make sure you click on \"Enable Content/Macros\" if the security warning appears."]

{"sheet":"Instructions","index":1,"n_rows":7,"n_cols":1,"rows_kept":7,"cut":false,"hidden":true,"merged":[]}
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["Cells highlighted with this color are the cells that can be modified."]
["NOTE: Do not include the \"+\" sign when inputting stations.  For example, type \"1000\" for Station 10+00."]
["Select the appropriate tab at the bottom of the screen (i.e. \"Unflared Standard W-Beam Run\", etc.)"]
["\"Direction of Curve\" is the direction of the curve (in the direction of stationing). Enter either \"RT.\" of \"LT\"."]
["Adjusted Clearzone is currently set to adjust the 4:1 clearzone for the radius of curve.  This may need to be modified, if the slopes are flatter than 4:1"]

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["Design Speed (mph) =",50,"Radius (ft) =",1500,"Direction of Curve =","RT.","ADT =",1790,"Additional Clear Zone Width for Non-Recoverable Slopes* (ft) =",null,"Unadjusted Clear Zone Distance Based on 4:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=P7,LOOKUP(H1,W7:W10,T7:T10),IF(B1=P11,LOOKUP(H1,W11:W14,T11:T14),IF(B1=P15,LOOKUP(H1,W15:W18,T15:T18),IF(B1=P19,LOOKUP(H1,W19:W22,T19:T22),IF(B1=P23,LOOKUP(H1,W23:W26,T23:T26),IF(B1=P27,LOOKUP(H1,W27:W30,T27:T30),IF(B1=P31,LOOKUP(H1,W31:W34,T31:T34),\"Error\")))))))","v":26},"Unadjusted Clear Zone Distance Based on 6:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=P7,LOOKUP(H1,W7:W10,R7:R10),IF(B1=P11,LOOKUP(H1,W11:W14,R11:R14),IF(B1=P15,LOOKUP(H1,W15:W18,R15:R18),IF(B1=P19,LOOKUP(H1,W19:W22,R19:R22),IF(B1=P23,LOOKUP(H1,W23:W26,R23:R26),IF(B1=P27,LOOKUP(H1,W27:W30,R27:R30),IF(B1=P31,LOOKUP(H1,W31:W34,R31:R34),\"Error\")))))))","v":18},"Terminal Length Outside Length of Need (ft) = \nDTL. DWG. NO.\n606-13",12.5,"Terminal Length Within Length of Need (ft) = \nDTL. DWG. NO.\n606-13",{"$f":"34+4.5/12","v":34.375}]
[null,null,null,null,null,null,null,null,"* With non-recoverable slopes, a 10-foot recovery area is required beyond the toe of the fill slope."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-1"]
["Adjacent Traffic",null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-15",null,null,null,null,null,null,"Clear Zone Distances"]
[null,null,null,null,null,null,null,null,"Barrier Length of Need",null,null,null,null,null,null,"Design Speed",null,"Fill Slope/Fore Slopes"]
["Beginning Station For Obstacle","Ending Station For Obstacle","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Side",null,null,null,null,null,null,null,null,null,"6:1 or Flatter","5:1","4:1"]
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[4050,4175,{"$f":"IF(OR(A8=\"\",B8=\"\"),\"\",$AQ$41)","v":26},{"$f":"IF(C8=\"\",\"\",IF($H$1<=$T$61,LOOKUP($H$1,$W$62:$W$70,$T$62:$T$70),IF(AND($H$1<=$S$61,$H$1>$S$60),LOOKUP($H$1,$W$62:$W$70,$S$62:$S$70),IF(AND($H$1<=$R$61,$H$1>$R$60),LOOKUP($H$1,$W$62:$W$70,$R$62:$R$70),IF($H$1>$Q$61,LOOKUP($H$1,$W$62:$W$70,$Q$62:$Q$70))))))","v":160},4,{"$f":"C8","v":26},{"$f":"IF(C8=\"\",\"\",D8*(F8-E8)/F8)","v":135.38461538461539},"RT.",null,null,null,null,null,null,null,null,"750-1499",10,12,14,null,null,{"$f":"IF(750<=H1,IF(H1<1500,H1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",12,14,16,null,null,{"$f":"IF(H1>=1500,IF(H1<=6000,H1,\"Error\"),\"Error\")","v":1790}]
["Opposing Traffic",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,14,16,18,null,null,{"$f":"IF(H1>6000,H1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,750,10,12,14,null,null,{"$f":"IF(H1<750,H1,\"Error\")","v":"Error"}]
["Beginning Station For Obstacle","Ending Station For Obstacle","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Side",null,null,null,null,null,null,null,null,"750-1499",14,16,18,null,null,{"$f":"IF(750<=H1,IF(H1<1500,H1,\"Error\"),\"Error\")","v":"Error"}]
[{"$f":"IF(A7=\"\",\"\",A7)","v":""},{"$f":"IF(B7=\"\",\"\",B7)","v":""},{"$f":"IF(OR(A13=\"\",B13=\"\"),\"\",$AP$41)","v":""},{"$f":"IF(C13=\"\",\"\",IF($H$1<=$T$61,LOOKUP($H$1,$W$62:$W$70,$T$62:$T$70),IF(AND($H$1<=$S$61,$H$1>$S$60),LOOKUP($H$1,$W$62:$W$70,$S$62:$S$70),IF(AND($H$1<=$R$61,$H$1>$R$60),LOOKUP($H$1,$W$62:$W$70,$R$62:$R$70),IF($H$1>$Q$61,LOOKUP($H$1,$W$62:$W$70,$Q$62:$Q$70))))))","v":""},null,{"$f":"C13","v":""},{"$f":"IF(C13=\"\",\"\",D13*(F13-E13)/F13)","v":""},"LT.",null,null,null,null,null,null,null,null,"1500-6000",16,20,24,null,null,{"$f":"IF(H1>=1500,IF(H1<=6000,H1,\"Error\"),\"Error\")","v":1790}]
[{"$f":"IF(A8=\"\",\"\",A8)","v":4050},{"$f":"IF(B8=\"\",\"\",B8)","v":4175},{"$f":"IF(OR(A14=\"\",B14=\"\"),\"\",$AQ$41)","v":26},{"$f":"IF(C14=\"\",\"\",IF($H$1<=$T$61,LOOKUP($H$1,$W$62:$W$70,$T$62:$T$70),IF(AND($H$1<=$S$61,$H$1>$S$60),LOOKUP($H$1,$W$62:$W$70,$S$62:$S$70),IF(AND($H$1<=$R$61,$H$1>$R$60),LOOKUP($H$1,$W$62:$W$70,$R$62:$R$70),IF($H$1>$Q$61,LOOKUP($H$1,$W$62:$W$70,$Q$62:$Q$70))))))","v":160},16,{"$f":"C14","v":26},{"$f":"IF(C14=\"\",\"\",D14*(F14-E14)/F14)","v":61.53846153846154},"RT.",null,null,null,null,null,null,null,null,6000,20,24,26,null,null,{"$f":"IF(H1>6000,H1,\"Error\")","v":"Error"}]
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["Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning Station for Barrier","Ending Station for Barrier","Side",null,null,null,null,null,null,null,null,null,"1500-6000",18,22,26,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":1790}]
[{"$f":"IF(G13=\"\",\"\",IF(G13>0,G7+B7-A7+G13,G7+B7-A7))","v":""},{"$f":"IF(A18=\"\",\"\",ROUNDUP((A18-2*$R$1)/12.5,0)*12.5)","v":""},{"$f":"IF(A18=\"\",\"\",B18+2*$R$1)","v":""},{"$f":"IF(A18=\"\",\"\",C18+2*$P$1)","v":""},{"$f":"IF(A18=\"\",\"\",IF(G13>0,A7-(D18-A18)/2-G13,A7-(D18-A18)/2))","v":""},{"$f":"IF(A18=\"\",\"\",E18+D18)","v":""},"LT.",null,null,null,null,null,null,null,null,null,6000,22,26,28,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[{"$f":"IF(G14=\"\",\"\",IF(G14>0,G8+B8-A8+G14,G8+B8-A8))","v":321.92307692307679},{"$f":"IF(A19=\"\",\"\",ROUNDUP((A19-2*$R$1)/12.5,0)*12.5)","v":262.5},{"$f":"IF(A19=\"\",\"\",B19+2*$R$1)","v":331.25},{"$f":"IF(A19=\"\",\"\",C19+2*$P$1)","v":356.25},{"$f":"IF(A19=\"\",\"\",IF(G8>0,A8-(D19-A19)/2-G8,A8-(D19-A19)/2))","v":3897.4519230769233},{"$f":"IF(A19=\"\",\"\",E19+D19)","v":4253.7019230769238},"RT.",null,null,null,null,null,null,null,null,55,750,12,14,18,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
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["Road Design Manual Exhibit 9-2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",20,24,30,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":1790}]
["Horizontal Curve Adjustments",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,22,26,32,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,750,16,20,24,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",20,26,32,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",26,32,40,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":1790}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,30,36,44,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,750,20,22,26,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",24,30,36,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",30,36,42,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":1790}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,32,38,46,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,750,24,26,30,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",28,32,38,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",34,40,46,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":1790}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,38,44,50,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - For 3:1 slopes, see the procedure in Section 9.2.2.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - All distances are measured from the edge of the traveled way (ETW)"]
[]
["DTL. DWG. NO. 606-13",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clear Zone Adjustment Factors for Horizontal Curves",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Radius\n(ft)","Design Speed (mph)",null,null,null,null,null,null,{"$f":"P40","v":"Radius\n(ft)"},{"$f":"Q40","v":"Design Speed (mph)"},null,null,null,null,null,null,"RT.",null,null,null,null,"LT.",null,null,null,null,"RT.","LT."]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2300,1.1000000000000001,1.1000000000000001,1.2,1.2,1.2,1.3,null,{"$f":"P52","v":495},{"$f":"Q52","v":1.4},{"$f":"R52","v":1.5}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1970,1.1000000000000001,1.2,1.2,1.2,1.3,1.4,null,{"$f":"P51","v":660},{"$f":"Q51","v":1.3},{"$f":"R51","v":1.4},{"$f":"S51","v":1.5}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1475,1.2,1.2,1.3,1.3,1.4,1.5,null,{"$f":"P49","v":985},1.2,1.3,1.4,1.5,1.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1315,1.2,1.2,1.3,1.3,1.4,null,null,{"$f":"P48","v":1150},1.2,1.2,1.3,1.4,1.5]
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[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-16"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Elements for Barrier Length of Need"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Speed (mph)","Runout Length LR (ft)",null,null,null,"Shy Line Offset LS (ft)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Year Traffic Volume (AADT)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5000,1000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10000,10000,5000,1000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,470,430,380,330,12,null,{"$f":"IF($B$1=P62,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,360,330,290,250,9,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,300,250,210,200,12,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,230,190,160,150,6.5,null,1790]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,160,130,110,100,5,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,110,90,80,70,4,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,55,{"$f":"AVERAGE(Q64:Q65)","v":265},220,185,175,9.25,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,195,160,135,125,5.75,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,135,110,95,85,4.5,null,"Error"]

{"sheet":"MGS to W-Beam GRDRL Trans.","index":3,"n_rows":70,"n_cols":45,"rows_kept":70,"cut":false,"hidden":true,"merged":[[39,38,39,42],[57,17,60,17],[57,18,57,21],[57,22,60,22],[58,18,58,21],[39,17,40,17],[39,18,39,23],[39,25,40,25],[39,26,39,31],[39,33,39,37],[18,17,21,17],[22,17,25,17],[26,17,29,17],[30,17,33,17],[38,33,38,42],[14,17,17,17],[4,17,5,17],[4,18,5,18],[4,19,4,21],[6,17,9,17],[10,17,13,17]]}
["Design Speed (mph) =",50,"Radius (ft) =",null,"Direction of Curve =",null,"Additional Clear Zone Width for Non-Recoverable Slopes* (ft) =",null,"ADT =",1790,"Unadjusted Clear Zone Distance Based on 4:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=R7,LOOKUP(J1,Y7:Y10,V7:V10),IF(B1=R11,LOOKUP(J1,Y11:Y14,V11:V14),IF(B1=R15,LOOKUP(J1,Y15:Y18,V15:V18),IF(B1=R19,LOOKUP(J1,Y19:Y22,V19:V22),IF(B1=R23,LOOKUP(J1,Y23:Y26,V23:V26),IF(B1=R27,LOOKUP(J1,Y27:Y30,V27:V30),IF(B1=R31,LOOKUP(J1,Y31:Y34,V31:V34),\"Error\")))))))","v":26},"Unadjusted Clear Zone Distance Based on 6:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=R7,LOOKUP(J1,Y7:Y10,T7:T10),IF(B1=R11,LOOKUP(J1,Y11:Y14,T11:T14),IF(B1=R15,LOOKUP(J1,Y15:Y18,T15:T18),IF(B1=R19,LOOKUP(J1,Y19:Y22,T19:T22),IF(B1=R23,LOOKUP(J1,Y23:Y26,T23:T26),IF(B1=R27,LOOKUP(J1,Y27:Y30,T27:T30),IF(B1=R31,LOOKUP(J1,Y31:Y34,T31:T34),\"Error\")))))))","v":18},"Terminal Length Outside Length of Need (ft) = \nDTL. DWG. NO.\n606-13",12.5,"Terminal Length Within Length of Need (ft) = \nDTL. DWG. NO.\n606-13",{"$f":"34+4.5/12","v":34.375},"MGS to Metal Guardrail Transition Length (ft) = \nDTL. DWG. NO.\n606-20",{"$f":"(15+7.5/12)+(12+6/12)","v":28.125}]
[null,null,null,null,null,null,null,null,null,null,"* With non-recoverable slopes, a 10-foot recovery area is required beyond the toe of the fill slope."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-1"]
["Adjacent Traffic",null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-15",null,null,null,null,null,null,"Clear Zone Distances"]
[null,null,null,null,null,null,null,null,null,null,"Barrier Length of Need",null,null,null,null,null,null,"Design Speed",null,"Fill Slope/Fore Slopes"]
["Beginning Station For Obstacle","Ending Station For Obstacle","Beginning Station Existing Guardrail\nEnd of Terminal Section","Beginning Station Existing Guardrail\nEnd of Terminal Section","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Side",null,null,null,null,null,null,null,null,null,"6:1 or Flatter","5:1","4:1"]
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["Beginning Station For Obstacle","Ending Station For Obstacle","Beginning Station Existing Guardrail\nEnd of Terminal Section","Beginning Station Existing Guardrail\nEnd of Terminal Section","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Side",null,null,null,null,null,null,null,null,"750-1499",14,16,18,null,null,{"$f":"IF(750<=J1,IF(J1<1500,J1,\"Error\"),\"Error\")","v":"Error"}]
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["Horizontal Curve Adjustments",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,22,26,32,null,null,{"$f":"IF($J$1>6000,$J$1,\"Error\")","v":"Error"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - For 3:1 slopes, see the procedure in Section 9.2.2.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - All distances are measured from the edge of the traveled way (ETW)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clear Zone Adjustment Factors for Horizontal Curves",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor"]
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[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-16"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Elements for Barrier Length of Need"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Speed (mph)","Runout Length LR (ft)",null,null,null,"Shy Line Offset LS (ft)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Year Traffic Volume (AADT)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5000,1000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10000,10000,5000,1000]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,160,130,110,100,5,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,110,90,80,70,4,null,"Error"]
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{"sheet":"MGS Bridge Appr. Sections","index":4,"n_rows":70,"n_cols":50,"rows_kept":70,"cut":false,"hidden":true,"merged":[[39,43,39,47],[57,22,60,22],[57,23,57,26],[57,27,60,27],[58,23,58,26],[39,22,40,22],[39,23,39,28],[39,30,40,30],[39,31,39,36],[39,38,39,42],[18,22,21,22],[22,22,25,22],[26,22,29,22],[30,22,33,22],[38,38,38,47],[14,22,17,22],[4,22,5,22],[4,23,5,23],[4,24,4,26],[6,22,9,22],[10,22,13,22]]}
["Design Speed (mph) =",70,"Radius (ft) =",null,"Direction of Curve =",null,"ADT =",8460,"Additional Clear Zone Width for Non-Recoverable Slopes* (ft) =",null,"Unadjusted Clear Zone Distance Based on 4:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=W7,LOOKUP(H1,AD7:AD10,AA7:AA10),IF(B1=W11,LOOKUP(H1,AD11:AD14,AA11:AA14),IF(B1=W15,LOOKUP(H1,AD15:AD18,AA15:AA18),IF(B1=W19,LOOKUP(H1,AD19:AD22,AA19:AA22),IF(B1=W23,LOOKUP(H1,AD23:AD26,AA23:AA26),IF(B1=W27,LOOKUP(H1,AD27:AD30,AA27:AA30),IF(B1=W31,LOOKUP(H1,AD31:AD34,AA31:AA34),\"Error\")))))))","v":46},"Unadjusted Clear Zone Distance Based on 6:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=W7,LOOKUP(H1,AD7:AD10,Y7:Y10),IF(B1=W11,LOOKUP(H1,AD11:AD14,Y11:Y14),IF(B1=W15,LOOKUP(H1,AD15:AD18,Y15:Y18),IF(B1=W19,LOOKUP(H1,AD19:AD22,Y19:Y22),IF(B1=W23,LOOKUP(H1,AD23:AD26,Y23:Y26),IF(B1=W27,LOOKUP(H1,AD27:AD30,Y27:Y30),IF(B1=W31,LOOKUP(H1,AD31:AD34,Y31:Y34),\"Error\")))))))","v":32},"Terminal Length Outside Length of Need (ft) = \nDTL. DWG. NO.\n606-13",12.5,"Terminal Length Within Length of Need (ft) = \nDTL. DWG. NO.\n606-13",{"$f":"34+4.5/12","v":34.375},"Bridge Appr. Section Pay Limits Length (ft) = \nDTL. DWG. NO.\n606-24A & 606-24B",25]
[null,null,null,null,null,null,null,null,"* With non-recoverable slopes, a 10-foot recovery area is required beyond the toe of the fill slope."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-1"]
["Adjacent Traffic",null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-15",null,null,null,null,null,null,null,"Clear Zone Distances"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Barrier Length of Need",null,null,null,null,null,null,null,"Design Speed",null,"Fill Slope/Fore Slopes"]
["Bridge End Station","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning/Ending Station for End Sections","Beginning Station for Rail","Ending Station for Rail","Side",null,null,null,null,null,null,null,null,null,null,"6:1 or Flatter","5:1","4:1"]
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["Opposing Traffic",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,14,16,18,null,null,{"$f":"IF(H1>6000,H1,\"Error\")","v":8460}]
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["Beginning Station For Obstacle","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning/Ending Station for End Sections","Beginning Station for Rail","Ending Station for Rail","Side",null,null,null,null,null,null,null,null,null,"750-1499",14,16,18,null,null,{"$f":"IF(750<=H1,IF(H1<1500,H1,\"Error\"),\"Error\")","v":"Error"}]
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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,50,750,12,12,14,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",16,18,20,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
["Road Design Manual Exhibit 9-2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",18,22,26,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":"Error"}]
["Horizontal Curve Adjustments",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,22,26,28,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":8460}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",20,24,30,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":"Error"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",28,32,38,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",34,40,46,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,38,44,50,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":8460}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - For 3:1 slopes, see the procedure in Section 9.2.2.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - All distances are measured from the edge of the traveled way (ETW)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clear Zone Adjustment Factors for Horizontal Curves",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Radius\n(ft)","Design Speed (mph)",null,null,null,null,null,null,{"$f":"W40","v":"Radius\n(ft)"},{"$f":"X40","v":"Design Speed (mph)"},null,null,null,null,null,null,"RT.",null,null,null,null,"LT.",null,null,null,null,"RT.","LT."]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1970,1.1000000000000001,1.2,1.2,1.2,1.3,1.4,null,{"$f":"W51","v":660},{"$f":"X51","v":1.3},{"$f":"Y51","v":1.4},{"$f":"Z51","v":1.5}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,330,1.5,null,null,null,null,null,null,{"$f":"W42","v":2950},1.1000000000000001,1.1000000000000001,1.1000000000000001,1.2,1.2,1.2]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-16"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Elements for Barrier Length of Need"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Speed (mph)","Runout Length LR (ft)",null,null,null,"Shy Line Offset LS (ft)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Year Traffic Volume (AADT)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5000,1000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10000,10000,5000,1000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,470,430,380,330,12,null,{"$f":"IF($B$1=W62,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,360,330,290,250,9,null,8460]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,300,250,210,200,12,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,230,190,160,150,6.5,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,160,130,110,100,5,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,110,90,80,70,4,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,55,{"$f":"AVERAGE(X64:X65)","v":265},220,185,175,9.25,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,195,160,135,125,5.75,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,135,110,95,85,4.5,null,"Error"]

{"sheet":"MGS Thrie Beam Bridge Appr","index":5,"n_rows":70,"n_cols":50,"rows_kept":70,"cut":false,"hidden":true,"merged":[[39,43,39,47],[57,22,60,22],[57,23,57,26],[57,27,60,27],[58,23,58,26],[39,22,40,22],[39,23,39,28],[39,30,40,30],[39,31,39,36],[39,38,39,42],[18,22,21,22],[22,22,25,22],[26,22,29,22],[30,22,33,22],[38,38,38,47],[14,22,17,22],[4,22,5,22],[4,23,5,23],[4,24,4,26],[6,22,9,22],[10,22,13,22]]}
["Design Speed (mph) =",70,"Radius (ft) =",null,"Direction of Curve =",null,"ADT =",8460,"Additional Clear Zone Width for Non-Recoverable Slopes* (ft) =",null,"Unadjusted Clear Zone Distance Based on 4:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=W7,LOOKUP(H1,AD7:AD10,AA7:AA10),IF(B1=W11,LOOKUP(H1,AD11:AD14,AA11:AA14),IF(B1=W15,LOOKUP(H1,AD15:AD18,AA15:AA18),IF(B1=W19,LOOKUP(H1,AD19:AD22,AA19:AA22),IF(B1=W23,LOOKUP(H1,AD23:AD26,AA23:AA26),IF(B1=W27,LOOKUP(H1,AD27:AD30,AA27:AA30),IF(B1=W31,LOOKUP(H1,AD31:AD34,AA31:AA34),\"Error\")))))))","v":46},"Unadjusted Clear Zone Distance Based on 6:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=W7,LOOKUP(H1,AD7:AD10,Y7:Y10),IF(B1=W11,LOOKUP(H1,AD11:AD14,Y11:Y14),IF(B1=W15,LOOKUP(H1,AD15:AD18,Y15:Y18),IF(B1=W19,LOOKUP(H1,AD19:AD22,Y19:Y22),IF(B1=W23,LOOKUP(H1,AD23:AD26,Y23:Y26),IF(B1=W27,LOOKUP(H1,AD27:AD30,Y27:Y30),IF(B1=W31,LOOKUP(H1,AD31:AD34,Y31:Y34),\"Error\")))))))","v":32},"Terminal Length Outside Length of Need (ft) = \nDTL. DWG. NO.\n606-13",12.5,"Terminal Length Within Length of Need (ft) = \nDTL. DWG. NO.\n606-13",{"$f":"34+4.5/12","v":34.375},"Thrie Beam Bridge Appr. Section Pay Limits Length (ft) = \nDTL. DWG. NO.\n606-23A & 606-23B",37.5]
[null,null,null,null,null,null,null,null,"* With non-recoverable slopes, a 10-foot recovery area is required beyond the toe of the fill slope."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-1"]
["Adjacent Traffic",null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-15",null,null,null,null,null,null,null,"Clear Zone Distances"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Barrier Length of Need",null,null,null,null,null,null,null,"Design Speed",null,"Fill Slope/Fore Slopes"]
["Bridge End Station","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning/Ending Station for End Sections","Beginning Station for Rail","Ending Station for Rail","Side",null,null,null,null,null,null,null,null,null,null,"6:1 or Flatter","5:1","4:1"]
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["Opposing Traffic",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,14,16,18,null,null,{"$f":"IF(H1>6000,H1,\"Error\")","v":8460}]
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["Beginning Station For Obstacle","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning/Ending Station for End Sections","Beginning Station for Rail","Ending Station for Rail","Side",null,null,null,null,null,null,null,null,null,"750-1499",14,16,18,null,null,{"$f":"IF(750<=H1,IF(H1<1500,H1,\"Error\"),\"Error\")","v":"Error"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",16,18,20,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
["Road Design Manual Exhibit 9-2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",18,22,26,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":"Error"}]
["Horizontal Curve Adjustments",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,22,26,28,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":8460}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",28,32,38,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",34,40,46,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,38,44,50,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":8460}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - For 3:1 slopes, see the procedure in Section 9.2.2.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - All distances are measured from the edge of the traveled way (ETW)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clear Zone Adjustment Factors for Horizontal Curves",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,660,1.3,1.4,1.5,null,null,null,null,{"$f":"W44","v":1970},1.1000000000000001,1.2,1.2,1.2,1.3,1.4]
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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,330,1.5,null,null,null,null,null,null,{"$f":"W42","v":2950},1.1000000000000001,1.1000000000000001,1.1000000000000001,1.2,1.2,1.2]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-16"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Elements for Barrier Length of Need"]
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[]
[null,"Begin Taper","P1","P3","P8.5","Bridge End","Bridge End","P8.5","P3","P1","End Taper"]
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[]
["LT."]
["Travel Lane Width (ft)",12]
["Normal Shoulder Width (ft)",{"$f":"'MGS Bridge Appr. Sections'!D8","v":4},"(L1 from \"Bridge Appr. Sections\" tab)"]
[]
[null,"Begin Taper","P1","P3","P8.5","Bridge End","Bridge End","P8.5","P3","P1","End Taper"]
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[]
[]
[]
[]
[]
[]
["DTL. DWG. NO. 606-13"]

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["Guardrail Run 1"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P8.5","P8.5","P3","P1","End Taper"]
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[]
["Guardrail Run 2"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P8.5","P8.5","P3","P1","End Taper"]
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[]
["Guardrail Run 3"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P8.5","P8.5","P3","P1","End Taper"]
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[]
["Guardrail Run 4"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P8.5","P8.5","P3","P1","End Taper"]
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[]
["Guardrail Run 5"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P8.5","P8.5","P3","P1","End Taper"]
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[]
["Guardrail Run 6"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P8.5","P8.5","P3","P1","End Taper"]
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[]
["Guardrail Run 7"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P8.5","P8.5","P3","P1","End Taper"]
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[]
["DTL. DWG. NO. 606-13"]

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[null,null,null,null,null,null,null,null,null,null,"DTL. DWG. NO. 606-50"]
["Guardrail Run 1"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P9","P9","P3","P1","End Taper"]
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[]
["Guardrail Run 2"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P9","P9","P3","P1","End Taper"]
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[]
["Guardrail Run 3"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P9","P9","P3","P1","End Taper"]
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[]
["Guardrail Run 4"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P9","P9","P3","P1","End Taper"]
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[]
["Guardrail Run 5"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P9","P9","P3","P1","End Taper"]
["Station",{"$f":"IF(C39=\"\",\"\",ROUND(C39-6/(TAN(15*(2*PI()/360))),2))","v":""},null,{"$f":"IF(C39=\"\",\"\",C39+(15+2.25/12))","v":""},{"$f":"IF(C39=\"\",\"\",D39+36)","v":""},{"$f":"IF(H39=\"\",\"\",G39-36)","v":""},{"$f":"IF(H39=\"\",\"\",H39-(15+2.25/12))","v":""},null,{"$f":"IF(H39=\"\",\"\",ROUND(H39+6/(TAN(15*(2*PI()/360))),2))","v":""}]
["Offset RT. (ft)",{"$f":"IF(OR(B35=\"\",B36=\"\"),\"\",B35+B36)","v":""},{"$f":"IF(B40=\"\",\"\",B40+6)","v":""},{"$f":"C40","v":""},{"$f":"IF(B40=\"\",\"\",B40+(2+9/12))","v":""},{"$f":"E40","v":""},{"$f":"H40","v":""},{"$f":"IF(I40=\"\",\"\",I40+6)","v":""},{"$f":"IF(OR(B35=\"\",B36=\"\"),\"\",B35+B36)","v":""}]
[]
["Guardrail Run 6"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P9","P9","P3","P1","End Taper"]
["Station",{"$f":"IF(C47=\"\",\"\",ROUND(C47-6/(TAN(15*(2*PI()/360))),2))","v":""},null,{"$f":"IF(C47=\"\",\"\",C47+(15+2.25/12))","v":""},{"$f":"IF(C47=\"\",\"\",D47+36)","v":""},{"$f":"IF(H47=\"\",\"\",G47-36)","v":""},{"$f":"IF(H47=\"\",\"\",H47-(15+2.25/12))","v":""},null,{"$f":"IF(H47=\"\",\"\",ROUND(H47+6/(TAN(15*(2*PI()/360))),2))","v":""}]
["Offset RT. (ft)",{"$f":"IF(OR(B43=\"\",B44=\"\"),\"\",B43+B44)","v":""},{"$f":"IF(B48=\"\",\"\",B48+6)","v":""},{"$f":"C48","v":""},{"$f":"IF(B48=\"\",\"\",B48+(2+9/12))","v":""},{"$f":"E48","v":""},{"$f":"H48","v":""},{"$f":"IF(I48=\"\",\"\",I48+6)","v":""},{"$f":"IF(OR(B43=\"\",B44=\"\"),\"\",B43+B44)","v":""}]
[]
["Guardrail Run 7"]
["Travel Lane Width (ft)"]
["Normal Shoulder Width (ft)"]
[]
[null,"Begin Taper","P1","P3","P9","P9","P3","P1","End Taper"]
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["Post Locations"]
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["Guardrail Run # 1",null,null,null,"Guardrail Run # 2",null,null,null,"Guardrail Run # 3",null,null,null,"Guardrail Run # 4",null,null,null,null,null,null,null,"Guardrail Run # 6",null,null,null,"Guardrail Run # 7"]
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[]
["Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning Station for Barrier","Ending Station for Barrier","Side"]
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[{"$f":"IF(G14=\"\",\"\",IF(G14>0,G8+B8-A8+G14,G8+B8-A8))","v":678.66904761904675},{"$f":"IF(A20=\"\",\"\",ROUNDUP((A20-2*$R$1)/18,0)*18)","v":630},{"$f":"IF(A20=\"\",\"\",B20+2*$R$1)","v":696},{"$f":"IF(A20=\"\",\"\",C20+2*$P$1)","v":726.375},{"$f":"IF(A20=\"\",\"\",IF(G8>0,A8-(D20-A20)/2-G8,A8-(D20-A20)/2))","v":30430.335119047621},{"$f":"IF(A20=\"\",\"\",E20+D20)","v":31156.710119047621},"RT.",null,null,null,null,null,null,null,null,null,"1500-6000",18,22,26,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":2440}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,22,26,28,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
["BEAT - DTL. DWG. NO. 606-55B",null,null,null,null,null,null,null,null,null,null,null,null,null,null,55,750,12,14,18,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",16,20,24,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
["Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning Station for Barrier","Ending Station for Barrier","Side",null,null,null,null,null,null,null,null,null,"1500-6000",20,24,30,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":2440}]
[{"$f":"IF(G13=\"\",\"\",IF(G13>0,G7+B7-A7+G13,G7+B7-A7))","v":{"$error":"#VALUE!"}},{"$f":"IF(A25=\"\",\"\",ROUNDUP((A25-2*$V$1)/12.5,0)*12.5)","v":{"$error":"#VALUE!"}},{"$f":"IF(A25=\"\",\"\",B25+2*$V$1)","v":{"$error":"#VALUE!"}},{"$f":"IF(A25=\"\",\"\",C25+$T$1)","v":{"$error":"#VALUE!"}},{"$f":"IF(A25=\"\",\"\",IF(G13>0,A7-(D25-A25)/2-G13,A7-(D25-A25)/2))","v":{"$error":"#VALUE!"}},{"$f":"IF(A25=\"\",\"\",E25+D25)","v":{"$error":"#VALUE!"}},"LT.",null,null,null,null,null,null,null,null,null,6000,22,26,32,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[{"$f":"IF(G14=\"\",\"\",IF(G14>0,G8+B8-A8+G14,G8+B8-A8))","v":678.66904761904675},{"$f":"IF(A26=\"\",\"\",ROUNDUP((A26-2*$V$1)/18,0)*18)","v":612},{"$f":"IF(A26=\"\",\"\",B26+2*$V$1)","v":681.5},{"$f":"IF(A26=\"\",\"\",C26+2*$T$1)","v":707.04166666666663},{"$f":"IF(A26=\"\",\"\",IF(G8>0,A8-(D26-A26)/2-G8,A8-(D26-A26)/2))","v":30440.001785714285},{"$f":"IF(A26=\"\",\"\",E26+D26)","v":31147.043452380953},"RT.",null,null,null,null,null,null,null,null,60,750,16,20,24,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",20,26,32,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
["Road Design Manual Exhibit 9-2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",26,32,40,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":2440}]
["Horizontal Curve Adjustments",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,30,36,44,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,750,20,22,26,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",24,30,36,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",30,36,42,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":2440}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,32,38,46,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,750,24,26,30,null,null,{"$f":"IF($H$1<750,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"750-1499",28,32,38,null,null,{"$f":"IF(750<=$H$1,IF($H$1<1500,$H$1,\"Error\"),\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",34,40,46,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":2440}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,38,44,50,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - For 3:1 slopes, see the procedure in Section 9.2.2.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - All distances are measured from the edge of the traveled way (ETW)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clear Zone Adjustment Factors for Horizontal Curves",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Radius\n(ft)","Design Speed (mph)",null,null,null,null,null,null,{"$f":"P43","v":"Radius\n(ft)"},{"$f":"Q43","v":"Design Speed (mph)"},null,null,null,null,null,null,"RT.",null,null,null,null,"LT.",null,null,null,null,"RT.","LT."]
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["DTL. DWG. NO. 606-55A",null,null,null,null,null,null,null,null,null,null,null,null,null,null,2950,1.1000000000000001,1.1000000000000001,1.1000000000000001,1.2,1.2,1.2,null,{"$f":"P56","v":330},{"$f":"Q56","v":1.5}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2300,1.1000000000000001,1.1000000000000001,1.2,1.2,1.2,1.3,null,{"$f":"P55","v":495},{"$f":"Q55","v":1.4},{"$f":"R55","v":1.5}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1970,1.1000000000000001,1.2,1.2,1.2,1.3,1.4,null,{"$f":"P54","v":660},{"$f":"Q54","v":1.3},{"$f":"R54","v":1.4},{"$f":"S54","v":1.5}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1640,1.1000000000000001,1.2,1.2,1.3,1.3,1.4,null,{"$f":"P53","v":820},{"$f":"Q53","v":1.3},{"$f":"R53","v":1.3},{"$f":"S53","v":1.4},{"$f":"T53","v":1.5}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1475,1.2,1.2,1.3,1.3,1.4,1.5,null,{"$f":"P52","v":985},1.2,1.3,1.4,1.5,1.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1315,1.2,1.2,1.3,1.3,1.4,null,null,{"$f":"P51","v":1150},1.2,1.2,1.3,1.4,1.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1150,1.2,1.2,1.3,1.4,1.5,null,null,{"$f":"P50","v":1315},1.2,1.2,1.3,1.3,1.4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,985,1.2,1.3,1.4,1.5,1.5,null,null,{"$f":"P49","v":1475},1.2,1.2,1.3,1.3,1.4,1.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,820,1.3,1.3,1.4,1.5,null,null,null,{"$f":"P48","v":1640},1.1000000000000001,1.2,1.2,1.3,1.3,1.4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,660,1.3,1.4,1.5,null,null,null,null,{"$f":"P47","v":1970},1.1000000000000001,1.2,1.2,1.2,1.3,1.4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,495,1.4,1.5,null,null,null,null,null,{"$f":"P46","v":2300},1.1000000000000001,1.1000000000000001,1.2,1.2,1.2,1.3]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,330,1.5,null,null,null,null,null,null,{"$f":"P45","v":2950},1.1000000000000001,1.1000000000000001,1.1000000000000001,1.2,1.2,1.2]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-16"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Elements for Barrier Length of Need"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Speed (mph)","Runout Length LR (ft)",null,null,null,"Shy Line Offset LS (ft)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Year Traffic Volume (AADT)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5000,1000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,10000,10000,5000,1000]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,470,430,380,330,12,null,{"$f":"IF($B$1=P65,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,70,360,330,290,250,9,null,2440]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,300,250,210,200,12,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,50,230,190,160,150,6.5,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,40,160,130,110,100,5,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,110,90,80,70,4,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,55,{"$f":"AVERAGE(Q67:Q68)","v":265},220,185,175,9.25,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,45,195,160,135,125,5.75,null,"Error"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,135,110,95,85,4.5,null,"Error"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["DTL. DWG. NO. 606-55B"]

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["Design Speed (mph) =",70,"Radius (ft) =",null,"Direction =",null,"ADT =",2440,"Additional Clear Zone Width for Non-Recoverable Slopes* (ft) =",null,"Unadjusted Clear Zone Distance Based on 4:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=W7,LOOKUP(H1,AD7:AD10,AA7:AA10),IF(B1=W11,LOOKUP(H1,AD11:AD14,AA11:AA14),IF(B1=W15,LOOKUP(H1,AD15:AD18,AA15:AA18),IF(B1=W19,LOOKUP(H1,AD19:AD22,AA19:AA22),IF(B1=W23,LOOKUP(H1,AD23:AD26,AA23:AA26),IF(B1=W27,LOOKUP(H1,AD27:AD30,AA27:AA30),IF(B1=W31,LOOKUP(H1,AD31:AD34,AA31:AA34),\"Error\")))))))","v":42},"Unadjusted Clear Zone Distance Based on 6:1 Slope, CZt (ft) = \nRDM Exhibit 9-1",{"$f":"IF(B1<=W7,LOOKUP(H1,AD7:AD10,Y7:Y10),IF(B1=W11,LOOKUP(H1,AD11:AD14,Y11:Y14),IF(B1=W15,LOOKUP(H1,AD15:AD18,Y15:Y18),IF(B1=W19,LOOKUP(H1,AD19:AD22,Y19:Y22),IF(B1=W23,LOOKUP(H1,AD23:AD26,Y23:Y26),IF(B1=W27,LOOKUP(H1,AD27:AD30,Y27:Y30),IF(B1=W31,LOOKUP(H1,AD31:AD34,Y31:Y34),\"Error\")))))))","v":30},"Terminal Length Outside Length of Need (ft) = \nDTL. DWG. NO.\n606-55B",{"$f":"12+9.25/12","v":12.770833333333334},"Terminal Length Within Length of Need (ft) = \nDTL. DWG. NO.\n606-55B",{"$f":"34+9/12","v":34.75},"Bridge Appr. Section Pay Limits Length (ft) = \nDTL. DWG. NO.\n606-53",{"$f":"51+0.25/12","v":51.020833333333336}]
[null,null,null,null,null,null,null,null,"* With non-recoverable slopes, a 10-foot recovery area is required beyond the toe of the fill slope."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-1"]
["Adjacent Traffic",null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-15",null,null,null,null,null,null,null,"Clear Zone Distances"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Barrier Length of Need",null,null,null,null,null,null,null,"Design Speed",null,"Fill Slope/Fore Slopes"]
["Bridge End Station","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning/Ending Station for End Sections","Beginning Station for Rail","Ending Station for Rail","Side",null,null,null,null,null,null,null,null,null,null,"6:1 or Flatter","5:1","4:1"]
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["Opposing Traffic",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,14,16,18,null,null,{"$f":"IF(H1>6000,H1,\"Error\")","v":"Error"}]
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["Beginning Station For Obstacle","Adjusted Clear Zone Distance (ft)","Runout Length (LR) RDM Exhibit 9-16","L1 (ft)","L0 (ft)","X (ft)","Calculated Total Length of Need (ft)","Actual Length of Rail (ft)","Actual Length of Need (ft)","Total Barrier Length (ft)","Beginning/Ending Station for End Sections","Beginning Station for Rail","Ending Station for Rail","Side",null,null,null,null,null,null,null,null,null,"750-1499",14,16,18,null,null,{"$f":"IF(750<=H1,IF(H1<1500,H1,\"Error\"),\"Error\")","v":"Error"}]
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["Road Design Manual Exhibit 9-2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",18,22,26,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":2440}]
["Horizontal Curve Adjustments",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,22,26,28,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1500-6000",34,40,46,null,null,{"$f":"IF($H$1>=1500,IF($H$1<=6000,$H$1,\"Error\"),\"Error\")","v":2440}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6000,38,44,50,null,null,{"$f":"IF($H$1>6000,$H$1,\"Error\")","v":"Error"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - For 3:1 slopes, see the procedure in Section 9.2.2.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null," - All distances are measured from the edge of the traveled way (ETW)"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Road Design Manual Exhibit 9-3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Clear Zone Adjustment Factors for Horizontal Curves",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adjustment Factor"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Radius\n(ft)","Design Speed (mph)",null,null,null,null,null,null,{"$f":"W40","v":"Radius\n(ft)"},{"$f":"X40","v":"Design Speed (mph)"},null,null,null,null,null,null,"RT.",null,null,null,null,"LT.",null,null,null,null,"RT.","LT."]
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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,"Road Design Manual Exhibit 9-16"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Design Elements for Barrier Length of Need"]
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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,"Design Year Traffic Volume (AADT)"]
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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,10000,10000,5000,1000]
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