Index: DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingBligh/DamPipingBlighKernelWrapper.cs
===================================================================
diff -u -r1052 -r1070
--- DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingBligh/DamPipingBlighKernelWrapper.cs	(.../DamPipingBlighKernelWrapper.cs)	(revision 1052)
+++ DamEngine/trunk/src/Deltares.DamEngine.Calculators/KernelWrappers/DamPipingBligh/DamPipingBlighKernelWrapper.cs	(.../DamPipingBlighKernelWrapper.cs)	(revision 1070)
@@ -84,6 +84,7 @@
 
         private static void EvaluateUpliftSituation(DamKernelInput damKernelInput, out IKernelDataInput kernelDataInput, PLLines plLines, DamPipingBlighInput damPipingBlighInput, double waterLevel, DamPipingBlighOutput damPipingBlighOutput)
         {
+            const double upliftCriterionTolerance = 0.000000001;
             SoilProfile1D soilProfile1D = damKernelInput.SubSoilScenario.SoilProfile1D;
             SurfaceLine2 surfaceLine = damKernelInput.Location.SurfaceLine;
             Location location = damKernelInput.Location;
@@ -96,7 +97,9 @@
                 DikeEmbankmentMaterial = location.GetDikeEmbankmentSoil(),
                 XSoilGeometry2DOrigin = location.XSoilGeometry2DOrigin
             };
-            var upliftLocationAndResult = upliftLocationDeterminator.GetLocationAndResult(damKernelInput.DesignScenario.GetUpliftCriterionPiping(null));
+            // The tolerance is built in because after design it could be that the value that is designed to, is not reached by this margin
+            double upliftCriterion = location.UpliftCriterionPiping.Value - upliftCriterionTolerance;
+            var upliftLocationAndResult = upliftLocationDeterminator.GetLocationAndResult(upliftCriterion);
             upliftSituation.IsUplift = (upliftLocationAndResult != null);
             double xEntry = surfaceLine.CharacteristicPoints.GetGeometryPoint(CharacteristicPointType.DikeToeAtRiver).X;
             double xExit = 0.0;
Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingBlighTests.cs
===================================================================
diff -u -r1052 -r1070
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingBlighTests.cs	(.../PipingBlighTests.cs)	(revision 1052)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingBlighTests.cs	(.../PipingBlighTests.cs)	(revision 1070)
@@ -20,7 +20,10 @@
 // All rights reserved.
 
 using System.IO;
+using Deltares.DamEngine.Data.General;
+using Deltares.DamEngine.Data.Geotechnics;
 using Deltares.DamEngine.Io;
+using Deltares.DamEngine.Interface;
 using NUnit.Framework;
 
 namespace Deltares.DamEngine.Interface.Tests
@@ -56,14 +59,20 @@
             // Heave Factor = 90.0
             Assert.IsNotNull(outputString);
             var output = DamXmlSerialization.LoadOutputFromXmlString(outputString);
+            DamProjectData actualDamProjectData = FillDamFromXmlOutput.CreateDamProjectData(output);
+            SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
             Assert.AreEqual(0.521, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.BlighFactor, tolerance);
             Assert.AreEqual(1.667, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.BlighHcritical, tolerance);
             Assert.AreEqual(35.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance);
-            // The following values are not the same as in the classic UI
-            // The upliftfactor there is 0.351, but that is the Wti Upliftfactor
-            // The adjusted PL3/PL4 values there are not 0.0, but those are the values for stability; for piping no adjustment has to be made
-            Assert.AreEqual(0.5825, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
+            Assert.AreEqual(25.00, redesignedSurfaceLine.GetDikeLength(), tolerance);
             Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
+
+            // The following values are not the same as in the Dam 15.1.2.24738 release (but explainable)
+
+            // The upliftfactor in Dam 15.1.2.24738 is 0.351, but that is the Wti Upliftfactor
+            Assert.AreEqual(0.5825, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
+
+            // The adjusted PL3/PL4 values in Dam 15.1.2.24738 are not 0.0, but those are the values for stability; for piping no adjustment has to be made
             Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3MinUplift, tolerance);
             Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3HeadAdjusted, tolerance);
             Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3LocationXMinUplift, tolerance);
@@ -100,21 +109,33 @@
             string outputString = engineInterface.Run();
             Assert.IsNotNull(outputString);
             var output = DamXmlSerialization.LoadOutputFromXmlString(outputString);
-            Assert.AreEqual(2.092, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.BlighFactor, tolerance);
-            Assert.AreEqual(1.268, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.BlighHcritical, tolerance);
-            //Assert.AreEqual(35.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance);
-            // The following values are not the same as in the classic UI
-            // The upliftfactor there is 0.351, but that is the Wti Upliftfactor
-            // The adjusted PL3/PL4 values there are not 0.0, but those are the values for stability; for piping no adjustment has to be made
+            DamProjectData actualDamProjectData = FillDamFromXmlOutput.CreateDamProjectData(output);
+            SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
+            Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
+            Assert.AreEqual(1.995, redesignedSurfaceLine.DetermineShoulderHeight(), tolerance);
+            Assert.AreEqual(63.486, redesignedSurfaceLine.GetDikeLength(), tolerance);
+            Assert.AreEqual(32.5, redesignedSurfaceLine.DetermineShoulderWidth(), tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3MinUplift, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3HeadAdjusted, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3LocationXMinUplift, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4MinUplift, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4HeadAdjusted, tolerance);
+            Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4LocationXMinUplift, tolerance);
 
-            //Assert.AreEqual(0.5825, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
-            //Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
-            //Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3MinUplift, tolerance);
-            //Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3HeadAdjusted, tolerance);
-            //Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl3LocationXMinUplift, tolerance);
-            //Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4MinUplift, tolerance);
-            //Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4HeadAdjusted, tolerance);
-            //Assert.AreEqual(0.0, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.Pl4LocationXMinUplift, tolerance);
+            // The following values are not the same as in the Dam 15.1.2.24738 release
+            // The final Bligh calculation at the redesigned situation is done at X = 29.013552941176471 (the "insteeek van de berm"), because there an 
+            // upliftfactor of 1.99999 is found, but it should have been done at X = 73.486 (the "teen van de dijk")
+
+            // The BlighFactor in Dam 15.1.2.24738 is 2.092, but that is not correct, because that is the value at X = 29.013552941176471
+            Assert.AreEqual(1.323, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.BlighFactor, tolerance);
+            // The BlighHcritical in Dam 15.1.2.24738 is 1.268, but that is not correct, because that is the value at X = 29.013552941176471
+            Assert.AreEqual(4.232, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.BlighHcritical, tolerance);
+
+            // The upliftfactor in Dam 15.1.2.24738 is (incorrectly) not shown
+            Assert.AreEqual(0.5825, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
+
+            // The ExitPointX in Dam 15.1.2.24738 is (incorrectly) not shown
+            Assert.AreEqual(73.486, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.ExitPointX, tolerance); 
         }
     }
 }