Index: DamClients/DamUI/trunk/src/Dam/Deltares.Dam.Tests/CsvImporterTestsNew.cs
===================================================================
diff -u -r4706 -r4723
--- DamClients/DamUI/trunk/src/Dam/Deltares.Dam.Tests/CsvImporterTestsNew.cs	(.../CsvImporterTestsNew.cs)	(revision 4706)
+++ DamClients/DamUI/trunk/src/Dam/Deltares.Dam.Tests/CsvImporterTestsNew.cs	(.../CsvImporterTestsNew.cs)	(revision 4723)
@@ -35,6 +35,7 @@
 public class CsvImporterTestsNew
 {
     private string importFolder;
+    private const double tolerance6Decimals = 0.00000051;
 
     /// <summary>
     ///     Setup for whole test fixture
@@ -760,7 +761,7 @@
         Assert.That(soilRecord.UnsaturatedUnitWeight, Is.EqualTo(18.000));
         Assert.That(soilRecord.Cohesion, Is.EqualTo(0.000));
         Assert.That(soilRecord.FrictionAngle, Is.EqualTo(30.000));
-        Assert.That(soilRecord.DiameterD70, Is.EqualTo(0.000210));
+        Assert.That(soilRecord.DiameterD70, Is.EqualTo(0.000210).Within(tolerance6Decimals));
         Assert.That(soilRecord.PermeabilityX, Is.EqualTo(0.001));
         Assert.That(soilRecord.ShearStrengthModel, Is.EqualTo(ShearStrengthModel.CPhi));
         Assert.That(soilRecord.StrengthIncreaseExponent, Is.EqualTo(0.700));
@@ -776,7 +777,7 @@
         Assert.That(soilRecord.UnsaturatedUnitWeight, Is.EqualTo(17.500));
         Assert.That(soilRecord.Cohesion, Is.EqualTo(3.500));
         Assert.That(soilRecord.FrictionAngle, Is.EqualTo(18.500));
-        Assert.That(soilRecord.DiameterD70, Is.EqualTo(0.000210));
+        Assert.That(soilRecord.DiameterD70, Is.EqualTo(0.000210).Within(tolerance6Decimals));
         Assert.That(soilRecord.PermeabilityX, Is.EqualTo(0.001));
         Assert.That(soilRecord.ShearStrengthModel, Is.EqualTo(ShearStrengthModel.StressTable));
         Assert.That(soilRecord.StrengthIncreaseExponent, Is.EqualTo(0.700));
@@ -792,7 +793,7 @@
         Assert.That(soilRecord.UnsaturatedUnitWeight, Is.EqualTo(11.000));
         Assert.That(soilRecord.Cohesion, Is.EqualTo(2.000));
         Assert.That(soilRecord.FrictionAngle, Is.EqualTo(20.500));
-        Assert.That(soilRecord.DiameterD70, Is.EqualTo(0.000210));
+        Assert.That(soilRecord.DiameterD70, Is.EqualTo(0.000210).Within(tolerance6Decimals));
         Assert.That(soilRecord.PermeabilityX, Is.EqualTo(0.001));
         Assert.That(soilRecord.ShearStrengthModel, Is.EqualTo(ShearStrengthModel.CuCalculated));
         Assert.That(soilRecord.StrengthIncreaseExponent, Is.EqualTo(0.700));