Soil Boring Log Route: Date: Page: of Structure (Exist.) (Prop.) No.: Section: Description: County: Drilling Method: Hammer Type: Logged by: Boring No.: Station: Surface Water Elev.: ft Offset: Groundwater Elev. D B U. M D B U. M E E Latitude: E L C. O First Encounter: ft E L C. O L L P O S. I P O S. I Longitude: Upon Completion: ft E E T W S T W S Ground Surface El.: After Hours ft ft V. V. H S Qu T. H S Qu T. Soil Type, Description & Observations Soil Type, Description & Observations (ft) (ft) /6 in. (tsf) (%) (ft) (ft) /6 in. (tsf) (%) -5 -25 -10 -30 -15 -35 -20 -40 The U.C.S. Qu column represents the Unconfined Compressive Strength using either the IDOT Rimac Test Procedure or AASHTO 208. The Qu failure mode is indicated by B for Bulge or S for Shear. P is shown when sample disturbance only allows Penetrometer testing. The Standard Penetration Test (SPT) N value is the sum of the second and third Blows /6 in. values in each sample using AASHTO T 206.
Soil Boring Log Route: Structure No.: (Exist.) (Prop.) Date: Page: of Section: Description: County: Drilling Method: Hammer Type: Boring No.: Logged by: Station: E L E V. D E P T H B L O W S U. C. S. Qu M O I S T. Surface Water Elev.: ft E L E V. D E P T H B L O W S U. C. S. Qu M O I S T. Offset: Groundwater Elev. Latitude: First Encounter: ft Longitude: Upon Completion: ft Ground Surface El.: ft After Hours ft Soil Type, Description & Observations Soil Type, Description & Observations (ft) (ft) /6 in. (tsf) (%) (ft) (ft) /6 in. (tsf) (%) -5 -25 -10 -30 -15 -35 -20 -40 The U.C.S. Qu column represents the Unconfined Compressive Strength using either the IDOT Rimac Test Procedure or AASHTO 208. The Qu failure mode is indicated by B for Bulge or S for Shear. P is shown when sample disturbance only allows Penetrometer testing. The Standard Penetration Test (SPT) N value is the sum of the second and third Blows /6 in. values in each sample using AASHTO T 206.
BBS%20137.docx