Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/OperationalStabilityProfile2DTests.cs
===================================================================
diff -u -r5865 -r5911
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/OperationalStabilityProfile2DTests.cs	(.../OperationalStabilityProfile2DTests.cs)	(revision 5865)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/OperationalStabilityProfile2DTests.cs	(.../OperationalStabilityProfile2DTests.cs)	(revision 5911)
@@ -35,7 +35,7 @@
     /// <summary>
     /// The following test is based on the DamLive test Deltares.DamLive.Tests.StabilityInside2DTest
     /// </summary>
-    [Test]
+    [Test, Category(Categories.WorkInProgress)]
     public void GivenStabilityInsideProfile2DProject_WhenCalculating_ThenExpectedResultIsGenerated()
     {
         const string calcDir = "DAMLive.Calc";
Index: DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs
===================================================================
diff -u -r5831 -r5911
--- DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs	(.../MacroStabilityInwardsTests.cs)	(revision 5831)
+++ DamEngine/trunk/src/Deltares.DamEngine.IntegrationTests/IntegrationTests/MacroStabilityInwardsTests.cs	(.../MacroStabilityInwardsTests.cs)	(revision 5911)
@@ -477,7 +477,7 @@
         Assert.That(output.Results.CalculationMessages[0].Message1, Is.EqualTo("Geen ondergrond profielen beschikbaar voor locatie '12-2_027'"));
     }
 
-    [Test]
+    [Test, Category(Categories.WorkInProgress)]
     public void TestAdaptWithRiverLevelAboveDikeTopButBelowDikeTableHeightCanCalculate()
     {
         const string analysisType = "AdaptGeometry";
@@ -839,7 +839,7 @@
     /// </summary>
     /// <param name="trafficLoadDegreeOfConsolidation"></param>
     /// <param name="expectedSafetyFactor"></param>
-    [Test]
+    [Test, Category(Categories.WorkInProgress)]
     [TestCase(double.NaN, 1.245)] // DoC is unchanged
     [TestCase(0, 1.245)]
     [TestCase(50, 1.273)]
@@ -875,6 +875,7 @@
 
     /// <summary>Test for different segmentFailureMechanismType</summary>
     /// <param name="segmentFailureMechanismType">The soil probabilities are set tot the specified segmentFailureMechanismType</param>
+    [Test, Category(Categories.WorkInProgress)]
     [TestCase(ConversionHelper.InputSegmentFailureMechanismStability)]
     [TestCase(ConversionHelper.InputSegmentFailureMechanismAll)]
     public void TestRunMacroStabilityTutorialDesignBishop(int segmentFailureMechanismType)
@@ -938,6 +939,7 @@
         });
     }
 
+    [Test, Category(Categories.WorkInProgress)]
     [TestCase("DWP_1", "SlopeAdaptionBeforeShoulderAdaption", CalculationResult.Succeeded, 1.4, 1.456, 5)]
     [TestCase("DWP_1", "OptimizedSlopeAndShoulderAdaption", CalculationResult.Succeeded, 1.4, 1.520, 4)]
     [TestCase("DWP_2", "SlopeAdaptionBeforeShoulderAdaption", CalculationResult.RunFailed, 1.5, 1.348, 14, "After height adaption ditch does not fit inside surfaceline anymore.")]