ML16256A157
| ML16256A157 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 08/25/2016 |
| From: | Entergy Operations |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16256A115 | List:
|
| References | |
| W3F1-2016-0053 | |
| Download: ML16256A157 (247) | |
Text
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60LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS
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No.Sample No.DepthSoft clay EL -30.4LL PL PI Ft.70.52.691.600.471.41.281.0SOILDESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO. SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT.Figure(RECENT MATERIAL)CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE 20. 0 OF VERSUSLOGPRESSURE CURVE CONSOLIDATIONTEST DATA VOID CURVEBoringNo.Somplr No. Depth24.5 clay EL-11.9.80.2LL PL PI---2.69 Ft.58 201.70SOILDESCRIPTIONCLAYAND SILTY CLAY AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.WaterfordSteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENT MATERIAL)
CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVENo. No. Depth -Feet.tiff PL PI65.92.700.78SOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATER1 AL)LOUISIANAPOWER LIGHT CO.Electric StationFigureCONSOLIDATION TESTS GRADE TO -40 FT.(RECENT MATERIAL)
CONSOLIDATIONTEST DATA PRESSURE CURVEBoringNo.Sample No.EL -5.6stiff cl--Dry PIa---CT Ft.93.524252.250.26SOIL DESCRIPTION CLAY AND SILTYW/SILT ANDSAND LENSES(RECENTMATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATIONGRADE TO-40FT.Figure(RECENT MATERIAL)COEFFICIENT OFVERSUSLOGPRESSURE CURVE CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No. -Depth -Feet Clordficotion.SOIL DESCRIPTION CLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford Steam Electric Station TO -40 Figure(RECENT MATERIAL)
DATA VOID PRESSURE CURVEBoringNo.Sample No.pocketsEL -6.4LL PL PI Ft.2.60SOILDESCRIPTION AND SILTY CLAYW/SILTAND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT.Figure(RECENT MATERIAL)
CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. No.Depth19.5EL -6.441.1LL PL PI--- VERSUSLOGPRESSURE CURVESOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS GRADE TO -40 FT. MSL(RECENT MATERIAL)FigureElectric StationI DATA VOID RATIO PRESSURE CURVE No. No. SoftISOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANA LIGHT CO.Woterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT.Figure(RECENT MATERIAL)
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Somple No.Depth-Feetstiff 6 silt ContentLimitsLL PL PI---=the ofmethod.ICOEFFICIENTOF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILTAND SAND LENSES(RECENT MATERIAL)LOUISIANA LIGHT CO.CONSOLIDATION TESTS GRADE TO -40 FT.FigureSteam(RECENT MATERIAL)Electric Station 0.0.
0.0.CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth stiff 6 tan7COEFFICIENT OF VERSUS LOG PRESSURE CURVESOILDESCRIPTIONCLAY AND SILTY' W/SILT ANDSAND LENSES MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENT MATERIAL) 11100 TEST DATA VOID RATIO VERSUS PRESSURE CURVE No. No.Depth -Feet stiff clay lenses of Ft.LL PL PI45.815.9--- 59 21 38.-- OF CONSOLIDATION VERSUS PRESSURESOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENT MATERIAL)
TEST DATA RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.38 ionEL-37.1LL PL PI79.0---59 21 382.732.30.48=:OVERBURDEN = 0.1 .------ . COEFFICIENTOF VERSUS PRESSURE CURVESOILDESCRIPTIONCLAY AND SILTY CLAY'W/SILT AND SAND LENSESMATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENTMATERIAL)
DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. No. Stiff 6 clay SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.
SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSLCONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.Depth -Fort -75.4LL PL PI---26 45Gravity Ft.8.400.41COEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVE CONSOLIDATION TEST DATA VOID PRESSURE No. No. Stiff clay r/concretionsDepth-40.635.9LL PL PI86.3---242.71 2.150.29 DF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLFigureElectric StationII CONSOLIDATION TEST VOID PRESSURE CU... BoringNo.Sample No. DepthCladticationVery 6 58.6SOILSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.WaterfordElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo. No. DepthEL -48.6concretions PL PI0.2520.793.83SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.WaterfordSteamElectricFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.
DATA PRESSURE CURVENo.No.,Depth-Feet --2 DF VERSUSPRESSURE CURVESOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -40 FT. TO -77 FT. Figure CONSOLIDATIONTEST DATA PRESSURE CURVEBoringNo.SampleNo.-Foot Stiff Of 22 462.750.25SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSUREDCLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSLLCONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No. No.Depth77.5 . very cty SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAY TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No.Depth-FeetContentLimit8LL PL PI36.005.72.71SOIL DESCRIPTION :STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO. SteamElectric StationCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet Soft gray 70LOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLFigureLCOEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAY CONSOLIDATION DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo. No. DepthClossificotionwry-60.2---8929 60SOIL DESCRIPTION STIFF TAN AND GRAYFISSURED CLAYLOUISIANA LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -40 FT. TO -77 FT. MSLElectric Station CONSOLIDATION TEST DATA VOID PRESSURE CURVEBoring No. No. Depth60II II ICOEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN GRAY FISSURED LOUISIANAPOWER LIGHT CO.WaterfordElectric StationFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSL 1 DATAVOID RATIONo.SampleDepth-Feet , Stiff 6 clay PL PI42.2---83 20 632.726.90I I IIIIii i 1SOIL DESCRIPTION :STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamFigureCONSOLIDATION TESTS -40 FT. MSL TO -77FT.MSL
.O .020__.CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Somple No. DepthLL PL PI Ft. .80.85.50.40COEFFICIENTOfVERSUS.LOGPRESSURECURVESOIL DESCRIPTION :STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.WaterfordFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLElectric StationII CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.Depth-Foot . Stiff tan LOUISIANAPOWER LIGHT CO.WaterfordElectric StationFigureCONSOLIDATIONTESTS -40 FT. MSL TO -77 FT. MSLL .92.50.3565000000COEFFICIENT OF VERSUSLOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAY CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Somple No. 64.0Depth -Feet1.00.70.616.465.3LL PL PI--- 27 560.47SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER & LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
00IBURDEN 1.5 TSF LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLL DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.SampleNo.Depth Stiff .LimitsLL PL PI22.1---105.558 17 412.71 Ft.5.20.21rI I4 DF VERSUS LOG PRESSURE CURVESOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE500.1to 0 .I iCOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVELimit:LL PL PI40.5 m---&+ 0.44TSFSOIL DESCRIPTION : ,STIFFTAN AND GRAY FISSUREDCLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationFigureCONSOLIDATION TESTS -40 FT.MSL TO -77 FT. MSL CONSOLIDATION DATA VOID RATIO VERSUS PRESSURE 'CURVE No. No. DepthfissuredCOEFFICIENTDF VERSUS PRESSURE CURVESOILDESCRIPTIONSTIFF TAN GRAYFISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterfard SteamCONSOLIDATION TESTS -40 FT. TO -77 FT.FigureElectric StationII 1.0.0.' DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.Depth -FeetStiff clay of shell -65.9 PL PI38.583.3 Ft..ICOEFFICIENT VERSUS PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYPOWER LIGHT CO.ICONSOLIDATION TESTS -40 FT. TO -77 FT.MSLFigureWaterford SteamElectric Station TEST DATA RATIO VERSUS PRESSURE CURVENo.Sample No.Depth -Feet 6 .DryLL PL PI .40 COEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Figure SteamCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. Electric Station CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No. No.Depth -Fort Stiff 2.147.50.46-- 2.3 2.3 .... CT. CT.COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVECOEFFICIENT VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AN0 GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford Steam Electric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoring No.SomplrNo.DepthStifftanLL PL PI27.6 Ft.9.30.39 2.00" IOVERBURDEN PRESSURE 2.2 :II.0100 -- .0.00. 60 . 20---- ____COEFFICIENT OF VERSUS LOG PRESSURE CURVESOILDESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamFigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSL TEST VOID RATIO VERSUS PRESSURE CURVEBoring No. No. 114.5 *Stiff of -1'00.6 PL PI76.02.73 Ft.4.301.41.0e0.0SOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigure TESTS -92 FT. MSL TO -108 FT. MSL TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No. No. 31Depth PL PI16.9 Ft. .4.1040.59IIIILOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. TO -108 FT. MSLL1I !COEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT DATA PRESSURE CURVEBoringNo. No. ClarslficationLL PL PI42.878.2---67 24 43 -FootELCOEFFICIENT LOG PRESSUREJSOIL DESCRIPTION MEDIUMSTIFF GRAY CLAY LOUISIANAPOWER LIGHT CO.FigureCONSOLIDATION TESTS -92 FT. TO -108 FT. LWaterford SteamElectric Station DATA PRESSUREBoringNo.No.117.5EL -103.6LL PL PI19.472.04.90.66SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILTLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -92 FT. MSL TO FT. Electric Station DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.DepthClassificationEL -95.5Limit:LL PL PIGravity--- Ft.2078.675 23 522.754.60.55OVERBURDEN PRESSURE3.0 :Vertical 2.12" LOUISIANAPOWER LIGHT CO.Waterford SteamFigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSLLElectric StationICOEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LENSES TEST DATA VOID RATIOVERSUS PRESSURE CURVELOUISIANA LIGHT CO.WCElectricStation0.60.6Boring No. Sample No.Depth -Feet ClassificationEL-101.0Limits PL PI--- Ft. PRESSURE = 3.1! .COEFFICIENT OP CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT FigureCONSOLIDATION TESTS -92 FT. MSL TO FT. MSL CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEGoring No.Sample No.DepthClorsificotionEL -96.2LimitsLL PL PI---200.04LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSLL75.725562.773.90.65Vertical __OVERBURDEN PRESSURE =COEFFICIENT OF VERSUS LOG PRESSURE CURVESOILDESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LENSES
, DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.No.ClossificotionEL-101.7LL PL PISOIL DESCRIPTION MEDIUMSTIFF GRAY CLAY WITH SILTLOUISIANAPOWER LIGHT CO.Electric StationFigureTESTS -92FT.TO -108FT.MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.Depth114.0 Stiff EL -101.7LL PL PI Ft.75.42.754.00.651.2OCR = 1.080.6COEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURESOILDESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LIGHT CO.Figureerford SteamCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL DATA VOID PRESSURE BoringNo.59SampleNo.Depth -FeetEL -98.PLL PI0.621.1.1.0.0.COEFFICIENT OF VERSUS LOG 'PRESSURE CURVESOIL DESCRIPTIONMEDIUMGRAY CLAY WITHSILTLOUISIANALOUISIANAPOWER LIGHT CO.POWER LIGHT CO.Waterford Steam Waterford SteamElectric Station Electric StationFigure FigureCONSOLIDATION TESTS -92 FT. TO -108 FT. MSLCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL DATA VOID RATIOVERSUS PRESSURE CURVEBoring No. No. Depth109.0Classification lensesEL -95.9WaterLimit8I--NOTE: OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILTLOUISIANA LIGHT CO.FigureCONSOLIDATION TESTS -92 FT. MSL TO FT. SteamElectric Station TEST DATA VOID RATIO VERSUS PRESSURE CURVENo. No. DepthEL -95.9 . 10COEFFICIENTOFVERSUSLOGPRESSURECURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -92FT. MSL TO -108 FT. MSL TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No.EL -96.6OVERBURDENPRESSURE=3.0TSFCOEFFICIENTOfCONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL 1.1.1.0.0.SURE CURVE TEST DATA VOID RATIO VERSUSBoringNo.Sample No.StiffEL-95.9LL PL PIOF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. TO -108 FT.
DATA PRESSURE CURVENo. No.Depth -Feet109.0ClouificotionEL -96.5Ft.LL PL PI---42.678.4 22 532.734.80.5910cmCOEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LENSESLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSLElectric Station CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. No.DepthEL -107.0 Stiff 6 LL PL PI---Tons/Se.Ft.,577.152.9117 742.665.51.26 peclmen 2.0" !-OVERBURDEN PRESSURE = 3.3 TSF . . COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationCONSOLIDATION TESTS -92 FT. MSL TO FT. MSLFigure TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.SampleDepth ionStiff 6 brown clayELLOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationFigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.L PICOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONSTIFF DARKGRAY CLAY-ORGANIC 1.1.1.1.:CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No.Depth124.0 Stiff wood'-110 5LimitsLL PL PI--- Ft.753OVERBURDEN PRESSURE = 3.4 TSFOTE: Vertical 2.0" COEFFICIENT OF CONSOLIDATION VERSUS PRESSURE CURVESOIL DESCRIPTIONSTIFF DARK GRAY CLAY-ORGANICLOUISIANAPOWERLIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -108 FT. TO -116 FT. Figure LPOWER LIGHT CO.Waterford Steam1.1.'CONSOLIDATIONTEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Somplr No.Depth Feet Stiff darkbrown decayedEstimatedLimits PL PI--- Ft.0513946932.666.51.15OCR = OVERBURDEN = 3. 4 4COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONSTIFF DARK GRAY FigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.Electric StationII 1.60.8CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.87Depth -Feet128.0EL-114.9Stiff55.3LL PL PI133---582.63LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT. MSLL 2.12" OVERBURDEN PRESSURE=3.50.1COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF DARK GRAY CLAY-ORGANIC 2.42.01.6541.2CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No.Depth Stiff dark brown matter wood'Ft.LL PL PI--- Ft.55.21362.675.11.14 PRESSURE = '3.4 SOIL DESCRIPTION STIFF DARK GRAY CLAY-ORGANICLOUISIANAPOWER LIGHT CO.Woterford Steam Electric StationCONSOLIDATION TESTS -108 FT. MSL TO -116 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.SampleNo.Depth124.0Stiff dark EL-111.1Limit8LL PL PI.58.5131---38 93Ft.2.69205COEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF DARK GRAY CLAY-ORGANICLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEWotuEstimatedcontentLL PL PI1.10.70.50.30OCR = 1.6 2.0" OVERBURDENPICOEFFICIENTOF CONSOLIDATION VERSUS LOO PRESSURE CURVESOIL DESCRIPTIONSTIFF GRAY CLAY-ORGANICLOUISIANAPOWER LIGHT CO.IIFigureWaterford SteamCONSOLIDATION TESTS -108 FT. TO -116 FT. MSLElectric Station CONSOLIDATION DATA VOID RATIOVERSUS PRESSURE CURVE No.Somplr No. Depth -Feet ClassificationStiff clay EL111.0LL PL PI--- Ft.78.4117 43 744.80.60 = 2.0" SOILDESCRIPTION OARK GRAY CLAY-ORGANICLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.Electric Station DATA VOID PRESSURE CURVEBoringNo. . Sample No.Depth139.5EL -125.6LimitsLL PL PI29.2 Ft.93.92.68b.60.COEFFICIENT OF CONSOLIDATIONVERSUS LOG CURVESOIL DESCRIPTIONSOFT TO MEDIUM STIFFTAN AND GRAY CLAY WITH SAND LENSESLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -116 FT. MSL TO -127 FT. MSL CONSOLIDATIONTEST DATA RATIOVERSUS CURVEBoring No. No. DepthEL -120.8LL PL PI8.00.27LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -116 FT. MSL TO -127 FT. MSLLJSOIL DESCRIPTIONSOFT TO MEDIUM STIFFTAN AND GRAY CLAY WITH SAND LENSES CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVENo. No.Depth144.5 Stiff EL -130.6LimitsCompressionLL PL PI28.0---4618 28.0.32COEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOILDESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL
TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet194.5MediumstiffEL-180.629.2 Ft.94.1LimitsLL PL PI34 --- 21 13 2.69 Ft.13.00Compression0.15RESSURECURVESOIL DESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDS aLIGHT co. SteamCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSLElectric StationII
CONSOLIDATIONTEST DATA RATIO VERSUS PRESSURE CURVENo.Somple No.Depth -Feet ClossificotionEL -210.8LimitsEstimatedLL PL PIGravity---111 28 83SOIL DESCRIPTIONVERY STIFF WITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.FigureElectric StationII CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet ClassificationStiff clay w/sandpockets fragmentsEL -280.8DensityLimitsSpecific PL PI34.786.62.70 Ft.12.00.50SOIL DESCRIPTION VERY CLAYS SILTS SANOSElectric Station ISOIL DESCRIPTIONVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric StationII0CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVESample No. Depth -FeetClassification gray tan ELwatercontent icCompressionLL PL PIGravity Ft.101.42.72 CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNO.Sample No. Depth ionStiff lenses EL -231.8AtttrbergEstimatedLimit8CompressionPercentLL PL PI33.6Ft.88.02.6912.00.28ICOEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVEISOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.
CONSOLIDATION TEST DATAVOIDRATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -Feet Classification gray clay EL -301.7EstimatedcontentLimitsCompressionLL PL PI30.8--- Ft.92.24221 212.7116.00.30COEFFICIENT OF CONSOLIDATIONVERSUS LOG CURVESOIL DESCRIPTION STIFFWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL TEST RATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -FeetFL -211.3Classificationwatercontent48.1Density74.5LimitsLL PL PI---71 25 46Specific2.73EstimotedFt.7.9CompressionIndex0.65SOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL 0.60.2CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSLBoring No.Sample No.DepthClassification can ContentSpecificPercentLL PL PIGravity---2.72 Ft.29.893.761 20 4112.00.36 = 2. 9 OVERBURDEN PRESSURE 4. 1TSF . .NOTE : specimen 2.0" Diameter.0.1 COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERYWITH SILTS AND SANDSLOUISIANA CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.SampleNo.Depth -Feet EL ion gray tan w/fine -165.6LimitsLL PL PI---60 25 35SpecificGravity2.70Ft.14.0CompressionOCR = 2.133VERBUROEN PRESSURE= 4.9 2.0" 5COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVEVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamFigure TESTS -127 FT. TO -317 FT.
LOUISIANA a LIGHT co.Waterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317FT. MSLLElectricStationICONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.Depth -Feet149.0EL -136.0Classification green, gray EstimatedcontentDensityLimitsSpecificCompressionLL PL PIGravityIndex.40.6---79.3902.7011.00.50 specimen 2.0"OVERBURDEN PRESSURE = 4.1 TSFCOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AN0 SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo. No.Depth -Feet179.5ClassificationEL -166.5Stiff tan contentDensityLimitsSpecificCompressionLL PL PIGravity Ft.---29.40.991.78332 512.7011.00.340.8OCR = 2.20.70.6 specimen2.13"0.5 IN FT.COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.CONSOLIDATIONTESTS -127 FT. MSL TO -317 FT. MSL SteamElectricStation CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSUREBoring No. No.Depth -FeetEL,-135.7 gray clay u/concretionsWoterEstimatedContentDensity'LimitsSpecificPreconsolidotionCompressionPercent Ft.LLPL PIGravityIndexFt.28.08.10.320.80.70.6OVERBURDENPRENOTE:Vertical specimen 2.11" Diameter...0.40.10 FT..8620COEFFICIENT OF CONSOLIDATION VERSUS LOGPRESSURE CURVESOILDESCRIPTIONVERY'SILTSANDSANDS.LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.Figure CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBaringNo.Sample No. Depth Feet179.5ClassificationStiff tan gray clay lensesEL -166.2Content2R.RAttcrbargDensityLimitsSpecificLL PL PIGravity Ft.---95.157 25 322.728.50.21LOUISIANAPOWER LIGHT CO. SteamFigureCONSOLIDATION TESTS-127 FT. MSL TO -317 FT.LElectricStationIOVERBURDEN PRESSURE = 5.0 TSF specimen 2.0"COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILVERY CLAYSWITH SILTS AND SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No.110ELStiff greenish-gray tan of silt-141.1LimitsLL PL PI34.5 Ft.66.32.700.36OCR = _____0.90.6 30 2002COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.133Depth FeetELVery stiffgray tan clay w/trace of silt.-173.1Clossif ionWater .EstimatedContentDensityLimitsPer centFt.LLPL PIGravityFt..38.883.12.7514.50.85.,. , . .,, ,. . ... . . ..I1.0., = .20 IN TONS PER FT...0 . 15 --., .5 . . 0, , ,. OF CONSOLIDATIONVERSUS PRESSURE CURVESOILDESCRIPTIONWITH SILT5 ANDSANDSLOUISIANAFigurePOWER CO.WaterfordSteamCONSOLIDATION TESTS -127 FT. MSL TO -317 MSLElectric Station CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEGoring No.Sample No.Depth -Fret149.5Clossificotion w/silt lensesELcontentLimitsSpecificCompressionPercentLL FL PIGravityIndex26.6 Ft.96.22.7012.00.34II0.80.7'0.66. specimen 2.0" 0.5OVERBURDEN PRESSU0.040.10too20 10 02COEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVESOILVERYWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford Steam Electric StotionFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet EL -171.6 tan gray LimitsLL PL PIGravity35.3 Ft.--- 26 522.749.20.41OFSOIL DESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford Steam TESTS -127 FT. TO -317 FT.ElectricStation CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet154.5EL -141.5 stiff AtterbugcontentDensitySpecificCompressionPercentLL PL PI30.9 Ft.92.3i.7211.00.35.OCR = 2.6NOTE:specimen2.0" Diameter. IN CL" CT.20 compression 0 10 0COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric Station 0.0.0.0.CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. Sample No. Depth -Feet179.5EL -166.5Classification stiff 27.0CompressionLL PL PIGravity---Ft.56 342.709.10.28 0 I OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. Sample No. Depth -Feet -136.5watercontent Ft.LimitsLL PL PISpecific89.6 59 24 35 2.72Estimated Ft.7.40.34 2.0 COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric Station TESTS -127 FT. MSL TO -317 FT. Figure CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoring No. Sample No.Depth -Feet 5Classification stiff tan of waterGtimotsdcontentDensityLimitsLL PL PIGravity Ft.---85.075 24 512.7611.00.46II specimen 2.12"OVERBURDEN PRESSURE 5.0 :ICOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANA LIGHT CO.Woterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. Electric StationII