Index: DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs
===================================================================
diff -u -r1221 -r1237
--- DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs	(.../PipingSellmeijer4ForcesTests.cs)	(revision 1221)
+++ DamEngine/trunk/src/Deltares.DamEngine.Interface.Tests/PipingSellmeijer4ForcesTests.cs	(.../PipingSellmeijer4ForcesTests.cs)	(revision 1237)
@@ -91,8 +91,11 @@
             var output = DamXmlSerialization.LoadOutputFromXmlString(outputString);
             DamProjectData actualDamProjectData = FillDamFromXmlOutput.CreateDamProjectData(null, output);
             SurfaceLine2 redesignedSurfaceLine = actualDamProjectData.DesignCalculations[0].PipingDesignResults.RedesignedSurfaceLine;
+            // uplift = true
             Assert.AreEqual(true, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftSituation.IsUplift);
+            // shoulder height = 1.995
             Assert.AreEqual(1.995, redesignedSurfaceLine.DetermineShoulderHeight(), tolerance);
+            // dike length = 66.986
             Assert.AreEqual(66.986, redesignedSurfaceLine.GetDikeLength(), tolerance);
             
             // ShoulderWidth = X_Kruin binnenberm - X_Insteek binnenberm = 65.01 - 29.01 = 36.0
@@ -127,7 +130,6 @@
             // The upliftfactor in Dam 15.1.2.24738 is (incorrectly) not shown
             // expected value = 0.582
             Assert.AreEqual(0.582, output.Results.CalculationResults.DesignResults[0].PipingDesignResults.UpliftFactor, tolerance);
-
         }
 
     }