Geotechnical Examples Geotechnical Examples Geotechnical Examples:BH-F01 Foundation Investigation 0 0 1000 1000 0 0 1000 1000 1 11

Geotechnical Examples:BH-F01 Foundation Investigation BH-F01 Foundation Investigation 1 542180.6 4819250.3 542180.6 4819250.3 186.4 30 0 20 0 4827319651042 1 1 0 0 0 1 1 46258 46258 Cambridge, Ontario Completed 46248 Foundation Drilling Ltd. 0 46250 0 0 0.15 Hollow-stem auger with standard penetration testing 0.75 Split spoon 0.6 1.5 Geotechnical Examples:BH-F01 Foundation Investigation 1 1 2 60 0 0 60 0 0 73 21 3.74839522095964E-308 1252 Admin Admin 46258.6417765046 97890492 0 0 156859792 46258.6417825 0 1 1 Geotechnical Examples:BH-F01 Foundation Investigation R-355 0 LAB_QC Repeated liquid limit values suspicious AtterbergLimits -1 Atterberg Value -999 -999 0 Large number of identical liquid limit values RepeatedLiquidLimitValuesSuspicious 1.0 30 The rule detects an uncommon or internally inconsistent combination that requires review rather than automatic correction. One or more related values, classifications, interval boundaries, or observations may be incorrect, or the condition may be unusual but valid. Compare the flagged values with the original logs and adjacent intervals. Correct confirmed errors; otherwise document the field or engineering basis for accepting the condition. 6 0.6 0 0 1 1 0 0 0 0 ValidationRules/R-355 46258.6417763194 1 -1 Geotechnical Examples:BH-F01 Foundation Investigation 1 2.2.0 46258.6417762732 46258.6417765046 19 0 0 1 Admin Geotechnical Examples:BH-F01 Foundation Investigation 0 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 1 8.25 8.85 38 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 2 9.75 10.35 38 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 3 11.25 11.85 38 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 4 12.75 13.35 38 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 5 14.25 14.85 32 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 6 15.75 16.35 32 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 7 17.25 17.85 32 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 8 18.75 19.35 32 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 1 8.25 8.85 20 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 2 9.75 10.35 20 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 3 11.25 11.85 20 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 4 12.75 13.35 20 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 5 14.25 14.85 18 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 6 15.75 16.35 18 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 7 17.25 17.85 18 Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 8 18.75 19.35 18 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 1 8.25 8.85 18 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 2 9.75 10.35 18 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 3 11.25 11.85 18 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 4 12.75 13.35 18 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 5 14.25 14.85 14 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 6 15.75 16.35 14 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 7 17.25 17.85 14 Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 8 18.75 19.35 14 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 1 0.75 1.35 11.4 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 2 2.25 2.85 12.3 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 3 3.75 4.35 8.8 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 4 5.25 5.85 9.5 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 5 6.75 7.35 10.2 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 6 8.25 8.85 22.4 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 7 9.75 10.35 25.1 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 8 11.25 11.85 24.2 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 9 12.75 13.35 23.4 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 10 14.25 14.85 18.3 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 11 15.75 16.35 20.1 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 12 17.25 17.85 19.5 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 13 18.75 19.35 18.9 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 14 20.25 20.85 7.6 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 15 21.75 22.35 8.1 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 16 23.25 23.85 7.6 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 17 24.75 25.35 8.1 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 18 26.25 26.85 7.6 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 19 27.75 28.35 8.1 Geotechnical Examples:BH-F01 Foundation Investigation Water Content 20 29.25 29.85 7.6 Geotechnical Examples:BH-F01 Foundation Investigation Liquid Limit 22 136 Liquid Limit % Geotechnical Examples:BH-F01 Foundation Investigation Plastic Limit 22 137 Plastic Limit % Geotechnical Examples:BH-F01 Foundation Investigation Plasticity Index 22 138 Plasticity Index % Geotechnical Examples:BH-F01 Foundation Investigation Water Content 22 135 Water Content % Geotechnical Examples:BH-F01 Foundation Investigation 1 0 0.3 {\rtf1\ansi\deff0{\fonttbl{\f0 Arial;}}\f0\fs18 Topsoil and sandy fill with organics; loose and moist.} Topsoil and sandy fill with organics; loose and moist. Topsoil and fill Dark brown 3 2 0 0 1 0 7 USCS 0 0 1 1 0 13421772 0 16777215 6 1 0 90 50 0 0 1 Geotechnical Examples:BH-F01 Foundation Investigation 2 0.3 3 {\rtf1\ansi\deff0{\fonttbl{\f0 Arial;}}\f0\fs18 Brown silty sand; loose to compact, moist, with trace gravel.} Brown silty sand; loose to compact, moist, with trace gravel. Silty sand Brown 3 2 0 0 1 0 6 USCS 0 0 1 1 0 16774360 0 16777215 6 1 0 90 50 0 0 1 Geotechnical Examples:BH-F01 Foundation Investigation 3 3 8 {\rtf1\ansi\deff0{\fonttbl{\f0 Arial;}}\f0\fs18 Grey-brown sand with trace silt; compact, moist to wet below 5.8 m.} Grey-brown sand with trace silt; compact, moist to wet below 5.8 m. Sand Grey-brown 3 2 0 0 1 0 5 USCS 0 0 1 1 0 16777177 0 16777215 6 1 0 90 50 0 0 1 Geotechnical Examples:BH-F01 Foundation Investigation 4 8 14 {\rtf1\ansi\deff0{\fonttbl{\f0 Arial;}}\f0\fs18 Grey silty clay; stiff, moist, low to medium plasticity.} Grey silty clay; stiff, moist, low to medium plasticity. Silty clay Grey 3 2 0 0 1 0 9 USCS 0 0 1 1 0 15132390 0 16777215 6 1 0 90 50 0 0 1 Geotechnical Examples:BH-F01 Foundation Investigation 5 14 20 {\rtf1\ansi\deff0{\fonttbl{\f0 Arial;}}\f0\fs18 Grey clayey silt; very stiff, moist, laminated locally.} Grey clayey silt; very stiff, moist, laminated locally. Clayey silt Grey 3 2 0 0 1 0 11 USCS 0 0 1 1 0 15790320 0 16777215 6 1 0 90 50 0 0 1 Geotechnical Examples:BH-F01 Foundation Investigation 6 20 30 {\rtf1\ansi\deff0{\fonttbl{\f0 Arial;}}\f0\fs18 Brown-grey sandy gravel glacial till; dense to very dense, with cobbles and occasional boulders.} Brown-grey sandy gravel glacial till; dense to very dense, with cobbles and occasional boulders. Sandy gravel till Brown-grey 3 2 0 0 1 0 12 USCS 0 0 1 1 0 16766463 0 16777215 6 1 0 90 50 0 0 1 Geotechnical Examples:BH-F01 Foundation Investigation 541680.6 542680.6 4818750.3 4819750.3 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength kPa 157 Geotechnical Examples:BH-F01 Foundation Investigation Density kg/m3 143 Geotechnical Examples:BH-F01 Foundation Investigation Remarks 0 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 1 8.25 95 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 2 9.75 110 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 3 11.25 125 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 4 12.75 145 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 5 14.25 170 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 6 15.75 195 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 7 17.25 225 Geotechnical Examples:BH-F01 Foundation Investigation Compressive Strength 8 18.75 260 Geotechnical Examples:BH-F01 Foundation Investigation Density 1 0.75 1740 Geotechnical Examples:BH-F01 Foundation Investigation Density 2 2.25 1770 Geotechnical Examples:BH-F01 Foundation Investigation Density 3 3.75 1800 Geotechnical Examples:BH-F01 Foundation Investigation Density 4 5.25 1840 Geotechnical Examples:BH-F01 Foundation Investigation Density 5 6.75 1880 Geotechnical Examples:BH-F01 Foundation Investigation Density 6 8.25 1910 Geotechnical Examples:BH-F01 Foundation Investigation Density 7 9.75 1940 Geotechnical Examples:BH-F01 Foundation Investigation Density 8 11.25 1960 Geotechnical Examples:BH-F01 Foundation Investigation Density 9 12.75 1980 Geotechnical Examples:BH-F01 Foundation Investigation Density 10 14.25 1990 Geotechnical Examples:BH-F01 Foundation Investigation Density 11 15.75 2000 Geotechnical Examples:BH-F01 Foundation Investigation Density 12 17.25 2010 Geotechnical Examples:BH-F01 Foundation Investigation Density 13 18.75 2030 Geotechnical Examples:BH-F01 Foundation Investigation Density 14 20.25 2050 Geotechnical Examples:BH-F01 Foundation Investigation Density 15 21.75 2100 Geotechnical Examples:BH-F01 Foundation Investigation Density 16 23.25 2140 Geotechnical Examples:BH-F01 Foundation Investigation Density 17 24.75 2180 Geotechnical Examples:BH-F01 Foundation Investigation Density 18 26.25 2210 Geotechnical Examples:BH-F01 Foundation Investigation Density 19 27.75 2240 Geotechnical Examples:BH-F01 Foundation Investigation Density 20 29.25 2260 Geotechnical Examples:BH-F01 Foundation Investigation Remarks 1 5.8 Groundwater encountered at approximately 5.8 m during drilling. Geotechnical Examples:BH-F01 Foundation Investigation Remarks 2 21.5 Frequent cobbles encountered; drilling progress slowed. Geotechnical Examples:BH-F01 Foundation Investigation Remarks 3 29.25 SPT refusal conditions approached in very dense glacial till. Geotechnical Examples:BH-F01 Foundation Investigation 1 0.75 SS-01 SS 5 58 0 0 0.6 1 0 1 0 0 16777215 0 SM 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 2 2.25 SS-02 SS 7 62 0 0 0.6 1 0 1 0 0 16777215 0 SM 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 3 3.75 SS-03 SS 9 65 0 0 0.6 1 0 1 0 0 16777215 0 SP-SM 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 4 5.25 SS-04 SS 12 68 0 0 0.6 1 0 1 0 0 16777215 0 SP-SM 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 5 6.75 SS-05 SS 17 72 0 0 0.6 1 0 1 0 0 16777215 0 SP-SM 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 6 8.25 SS-06 SS 22 74 0 0 0.6 1 0 1 0 0 16777215 0 CL 0 0 Stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 7 9.75 SS-07 SS 14 82 0 0 0.6 1 0 1 0 0 16777215 0 CL 0 0 Stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 8 11.25 SS-08 SS 16 86 0 0 0.6 1 0 1 0 0 16777215 0 CL 0 0 Stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 9 12.75 SS-09 SS 18 88 0 0 0.6 1 0 1 0 0 16777215 0 CL 0 0 Stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 10 14.25 SS-10 SS 20 90 0 0 0.6 1 0 1 0 0 16777215 0 ML-CL 0 0 Very stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 11 15.75 SS-11 SS 23 91 0 0 0.6 1 0 1 0 0 16777215 0 ML-CL 0 0 Very stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 12 17.25 SS-12 SS 26 90 0 0 0.6 1 0 1 0 0 16777215 0 ML-CL 0 0 Very stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 13 18.75 SS-13 SS 29 89 0 0 0.6 1 0 1 0 0 16777215 0 ML-CL 0 0 Very stiff 0 Geotechnical Examples:BH-F01 Foundation Investigation 14 20.25 SS-14 SS 34 78 0 0 0.6 1 0 1 0 0 16777215 0 GM-GC 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 15 21.75 SS-15 SS 39 76 0 0 0.6 1 0 1 0 0 16777215 0 GM-GC 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 16 23.25 SS-16 SS 43 74 0 0 0.6 1 0 1 0 0 16777215 0 GM-GC 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 17 24.75 SS-17 SS 47 72 0 0 0.6 1 0 1 0 0 16777215 0 GM-GC 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 18 26.25 SS-18 SS 50 68 0 0 0.6 1 0 1 0 0 16777215 0 GM-GC 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 19 27.75 SS-19 SS 55 65 0 0 0.6 1 0 1 0 0 16777215 0 GM-GC 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 20 29.25 SS-20 SS 60 62 0 0 0.6 1 0 1 0 0 16777215 0 GM-GC 0 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 1 Boring No.: BH-F01 Foundation Investigation 3 0 Geotechnical Examples:BH-F01 Foundation Investigation 2 Project: Proposed Six-Storey Office Foundation 5 0 Geotechnical Examples:BH-F01 Foundation Investigation 3 Client: Foundation Development Corporation 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 4 Location: Cambridge, Ontario 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 5 Project No.: FDN-2026-017 6 0 Geotechnical Examples:BH-F01 Foundation Investigation 6 Started: 08/14/2026 14 0 Geotechnical Examples:BH-F01 Foundation Investigation 7 Finished: 08/16/2026 19 0 Geotechnical Examples:BH-F01 Foundation Investigation 8 Drilling Contractor: Foundation Drilling Ltd. 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 9 Drilling Method: Hollow-stem auger with SPT 0 0 Geotechnical Examples:BH-F01 Foundation Investigation 10 Logged By: M. Engineer 0 0 Geotechnical Examples:BH-F01 Foundation Investigation USCS Classification USCS 155