diff --git a/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 3-DIGGS-schema-dev.xml b/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 3-DIGGS-schema-dev.xml deleted file mode 100644 index 24d246ab..00000000 --- a/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 3-DIGGS-schema-dev.xml +++ /dev/null @@ -1,13558 +0,0 @@ - - - - - 2025-01-12 - - - - - - Not specified in OGC file - - - Generated by Dataforensics from OpenGround - 2025-01-12 - - - - - - - Vendor DIGGS Challenge - 20250110 - DIGGS Challenge - 20250110 - DIGGS Challenge - - - client - - - Geo-Institute - - - - - - - project_engineer - - - Jim Halpert - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - - - - - - Somewhere Over the Rainbow - - - - - - - BH-33 - BH-33 - FINAL - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Davis - - - - - - - Notes go here - - - Natural Ground - - - - Location description - 1553.2 - 25.00 - R - - - - - -84.247361 33.854467 318.00 - - - - - - - -84.247361 33.854467 318.00 -84.247361 33.854467 278 - - - - - - - - - urn:x-diggs:def:fi:DIGGSINC:BH-33-lsr - - - - chainage - absolute - ft - - - - - - - 2015-06-04T13:32:59 - 2015-06-04T13:34:01 - - - 40.00 - - BH - - - - - - - - 0.00 5.00 - - - Concrete - - - - - - - 5.00 14.00 - - - Bentonite - - - - - - - 14.00 25.00 - - - Sand backfill - - - - - - - 25.00 29.00 - - - Bentonite - - - - - - - 29.00 35.00 - - - Sand backfill - - - - - - - 35.00 40.00 - - - Concrete - - - - - - - - - - remarks - - - - - 0 30.00 - - - 5 - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - Jim Bob - - - - - - - remarks 1 - - - - - 0.00 30.00 - - - - - 2015-06-04T13:32:59 - 2015-06-04T18:32:59 - - - - - 4.25"" Hollow stem auger - - - - - CME 550 - drill rig - - - - - hollow stem auger - Coring Device - 5.00 - Barrel Type - - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - James Brown - - - - - - - remarks 2 - - - - - 30.00 40.00 - - - - - 2015-06-04T18:32:59 - 2015-06-04T23:32:59 - - - - - NQ - - - - - Arco 9000 - drill rig - - - - - NQ coring - Coring Device - 5.00 - barrel ABC - - - - - - - - Soil Drill Method - - - 4-1/4"" Hollow stem auger - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - NQ - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - Rough drilling - - - - - 18.00 20.00 - - - - - - - - - Drill rods chattering - - - - - 24.00 25.00 - - - - - - - sub location 1 - - - Before picture - - - - - - - - sub location 2 - - - After picture - - - - - - - - - - - - - - - - - - 3.00 5.00 - - - 46.8 - - - - - 1 - - - - - - - - 0.00 5.00 - - - 3.0 - 2.0 - 1.00 - - - - - - - - - - - - - 3.00 6.00 - - - - 3 - 7 - - - - - - - - - - - - - 7.00 10.00 - - - - 7 - - - - - - - - - - - - - 10.00 12.00 - - - - 4 - - - - - - - - Remarks - - - - - 30.00 35.00 - - - - 85 - 100 - Brown - - - - - - - - - - - - - 0 40.00 - - - 4 - - - - - After drilling - - - - - - - - 2019-12-10T06:00:00 - - - 15.00 - - - - - - - - - At time of drilling - - - - - - - - 2015-06-04T13:47:26 - - - 15.00 - - - - - - - - - At time of drilling - - - - - - - - 2015-06-04T13:47:48 - - - 19.00 - - - - - - - - - End of drilling - - - - - - - - 2015-06-04T13:47:36 - - - 13.00 - - - - - - - - - - - BH-34 - BH-34 - FINAL - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Davis - - - - - - - Notes go here - - - Natural Ground - - - - 1000.0 - 25.00 - R - - - - - -84.247407 33.854711 320.00 - - - - - - - -84.247407 33.854711 320.00 -84.247407 33.854711 280 - - - - - - - - - urn:x-diggs:def:fi:DIGGSINC:BH-34-lsr - - - - chainage - absolute - ft - - - - - - - 2015-06-04T13:32:59 - 2015-06-04T13:34:01 - - - 40.00 - - BH - - - - - - - - - - - - 0 15.00 - - - 3 - - - - - - - Soil Drill Method - - - 4-1/4"" Hollow stem auger - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - NQ - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - - - - - - - A - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 1 - - - Ground Water - - - - 25.00 - - - - - 0 25 - - - - - - - - Remarks 2 - - - - - 15.00 25.00 - - - 2 - PVC - - - - - - - Remarks 1 - - - - - 0.00 15.00 - - - 2 - PVC - - - 25 - - - - - B - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 2 - - - Ground Water - - - - 35.00 - - - - - 0 35 - - - - - - - - Remarks 4 - - - - - 30.00 35.00 - - - 3 - PVC - - - - - - - Remarks 3 - - - - - 2.00 30.00 - - - 3 - PVC - - - 35 - - - - - - - - 7 - - - - - - Natural Ground - - - - - 22.00 24.00 - - - collect - - - - - 22.00 24.00 - - - - - - - - - SH - - - 2.00 - - - - - - R-1 - - - - - - Natural Ground - - - - - 30.00 35.00 - - - collect - 3.00 - - - - - 30.00 35.00 - - - - - - - - - RC - - - 2.00 - 5.00 - - - - - - R-2 - - - - - - Natural Ground - - - - - 35.00 40.00 - - - collect - 2.00 - - - - - 35.00 40.00 - - - - - - - - - RC - - - 1.00 - 4.00 - - - - - - 2 - Natural Ground - - - - - 7.5 9.00 - - - collect - - - - - 7.50 9.00 - - - - - - - SPT - - - 1.50 - - - - - 3 - Natural Ground - - - - - 10.0 11.50 - - - collect - - - - - 10.00 11.00 - - - - - - - - - 11.00 11.50 - - - - - - - SPT - - - 1.40 - - - - - 4 - Natural Ground - - - - - 12.5 14.00 - - - collect - - - - - 12.50 14.00 - - - - - - - SPT - - - 1.30 - - - - - 5 - Natural Ground - - - - - 15.0 16.50 - - - collect - - - - - 15.00 16.50 - - - - - - - SPT - - - 1.00 - - - - - 6 - Natural Ground - - - - - 17.5 19.00 - - - collect - - - - - 17.50 19.00 - - - - - - - SPT - - - 0.90 - - - - - 8 - Natural Ground - - - - - 24.5 25.70 - - - collect - - - - - 24.50 25.00 - - - - - - - - - 25.00 25.70 - - - - - - - SPT - - - 1.00 - - - - - 9 - Natural Ground - - - - - 27.0 27.70 - - - collect - - - - - 27.00 27.70 - - - - - - - SPT - - - 0.50 - - - - - 10 - Natural Ground - - - - - 28.0 28.10 - - - collect - - - - - 28.00 28.10 - - - - - - - SPT - - - 0.10 - - - - - - 1 - Natural Ground - - - - - 2.00 3.00 - - - collect - - - - - 2.00 3.00 - - - - - - - AU - - - - - - - - 1 - Natural Ground - - - - - 4.00 5.00 - - - collect - - - - - 4.00 5.00 - - - - - - - AU - - - - - - - - R-1 - Natural Ground - - - - - 30.00 35.00 - - - collect - - - - - 30.00 35.00 - - - - - - - RC - - - - - - - - R-2 - Natural Ground - - - - - 35.00 40.00 - - - collect - - - - - 35.00 40.00 - - - - - - - RC - - - - - - - - 7 - Natural Ground - - - - - 22.00 24.00 - - - collect - - - - - 22.00 24.00 - - - - - - - SH - - - - - - - - 10 - Natural Ground - - - - - 28.00 28.10 - - - collect - - - - - 28.00 28.10 - - - - - - - SS - - - - - - - - 2 - Natural Ground - - - - - 7.50 9.00 - - - collect - - - - - 7.50 9.00 - - - - - - - SS - - - - - - - - 3 - Natural Ground - - - - - 10.00 11.50 - - - collect - - - - - 10.00 11.50 - - - - - - - SS - - - - - - - - 4 - Natural Ground - - - - - 12.50 14.00 - - - collect - - - - - 12.50 14.00 - - - - - - - SS - - - - - - - - 5 - Natural Ground - - - - - 15.00 16.50 - - - collect - - - - - 15.00 16.50 - - - - - - - SS - - - - - - - - 6 - Natural Ground - - - - - 17.50 19.00 - - - collect - - - - - 17.50 19.00 - - - - - - - SS - - - - - - - - 8 - Natural Ground - - - - - 24.50 25.70 - - - collect - - - - - 24.50 25.70 - - - - - - - SS - - - - - - - - 9 - Natural Ground - - - - - 27.00 27.70 - - - collect - - - - - 27.00 27.70 - - - - - - - SS - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3A - - - - - - - - - - - - - - - - - - - 3B - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8A - - - - - - - - - - - - - - - - - - - 8B - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3 - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - BH-33 - - - SOIL - - - - - - 0.0 0.5 - - - true - - - - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - - - - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - asphalt - Surface - - - - - Sand - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fines - - - - - - - - - - - - - - - - - 0.5 3.0 - - - true - - - Poorly graded gravel with sand, Cobbles and Boulders - GP - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - - - black - Primary - - - - - brown - Primary - - - - - brownish - Secondary - - - - - grayish - Secondary - - - - - dark - Shade - - - - - light - Shade - - - - - and - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly fine to medium very hard subrounded flat GRAVEL - Primary - - - - - some fine hard well rounded elongated sand - Secondary - - - - - few low plasticity fines - Tertiary - - - - - - Quatenary - - - - - ferrous nodules - trace - - - - - construction debris - trace - - - - - manganese - trace - - - - - Boulders - 5 - - - - - Cobbles - 7 - - - - - Fines - 10 - - - - - Gravel - 60 - - - - - Sand - 30 - - - fill - - - - - Something else goes here - - - medium dense - moderate - moist to wet - no - subangular - angular - subrounded - well rounded - very hard - hard - very hard - hard - flat - elongated - flat - elongated - fine to medium - fine - poorly graded - low - weak - stratified - - - - Fines - - - - - - - - - - - - 3 - - - - - - - - - - - - - - 3.0 11.0 - - - true - - - Lean clay - CL - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly low plasticity FINES no dilatancy - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 100 - - - - - Gravel - 0 - - - - - Sand - 0 - - - fill - - - - - - - - medium stiff to stiff - no - moist - low - varved - - - - Fines - clay - - - - - - - - - - - - - - - - 11.0 17.5 - - - true - - - Poorly graded sand - SP - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - light - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly rounded SAND - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - silt - trace - - - - - - - - - - - - - - - - - Fines - 10 - - - - - Gravel - 0 - - - - - Sand - 90 - - - alluvium - - - - - - - - loose to medium dense - moist - hydrocarbon - rounded - poorly graded - - - - Fines - - - - - - - - - - - - - - - - - 17.5 25.0 - - - true - - - Lean clay - CL - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly medium plasticity FINES - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 100 - - - - - Gravel - 0 - - - - - Sand - 0 - - - alluvium - - - - - - - - very stiff to very hard - moist to wet - medium - - - - Fines - clay - - - - - - - - - - - - - - 19.0 - - - becoming gray - - - - - - - - - 25.0 30.0 - - - true - - - Fat clay - CH - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - - - red - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly high plasticity FINES - Primary - - - - - few fine sand - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 90 - - - - - Gravel - 0 - - - - - Sand - 10 - - - alluvium - - - - - - - - very dense - fine - poorly graded - high - - - - Fines - clay - - - - - - - - - - - - - - 26.0 27.0 - - - becoming wet - - - - - - - - - - BH-33 - - - ROCK - - - - - - 30.0 34.0 - - - true - - - - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - - - gray - Primary - - - - - green - Primary - - - - - brownish - Secondary - - - - - olive - Secondary - - - - - dark - Shade - - - - - light - Shade - - - - - and - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - limestone - Primary - - - - - sandstone - Secondary - - - - - - - - - - 0 to 15 - - wet - - very fine grained to medium grained sand - no - medium - strong to very strong - moderately to highly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - very thinly - - - - - SecondaryStructureThickness - - - - - - RockTypeModifier - calcareous - - - - - LayerRQD - - % - - - - - - - - - - - - 33.0 - - - becoming vuggy - - - - - - - - - 34.0 40.0 - - - true - - - - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - - - gray - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - limestone - Primary - - - - - - Secondary - - - - - - - Comments go here - - - - - wet - - - - - - freshly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - thinly - - - - - SecondaryStructureThickness - - - - - - RockTypeModifier - - - - - - LayerRQD - - % - - - - - - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - - 15 - 30 - 1 - 1 - - undulating to planar - slickensided - - - - joint - - - - - - - - remarks go here - - - 2 - 6 - 4 - 3 - - - - - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - calcite coating - 15 - 30 - 1 - 2 - gypsum - 1 - undulating to planar - rough to striated - 123 - matte - Gradational - joint - 1 - moderately to moderately - 2 - 3.0 - 4.0 - - - - - - - remarks go here - - - 4 - 8 - 6 - 2 - - - - - - - - - BH-34 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - - 15 - 30 - - gypsum - 1 - undulating to planar - rough to striated - - matte - Gradational - joint - moderately to moderately - 3.0 - 4.0 - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 36.00 39.00 - - - - - - - - - - - 12 - 12 - 12 - 1 - - - - - - - - - - - 2 - Natural Ground - - - - - - - 7.5 9.00 - - - - - - - - - N-Value - long - n_value - - - - - 3 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 2 - 0.5 - - - - - 3 - 1 - 0.5 - - - - - - - - - 3 - Natural Ground - - - - - - - 10.0 11.50 - - - - - - - - - N-Value - long - n_value - - - - - 10 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 2 - 0.5 - - - - - 2 - 4 - 0.5 - - - - - 3 - 6 - 0.5 - - - - - - - - - 4 - Natural Ground - - - - - - - 12.5 14.00 - - - - - - - - - N-Value - long - n_value - - - - - 15 - - - - - - - SPT - Automatic - 70 - 5.0 - 1.50 - - - 1 - 3 - 0.5 - - - - - 2 - 6 - 0.5 - - - - - 3 - 9 - 0.5 - - - - - - - - - 5 - Natural Ground - - - - - - - 15.0 16.50 - - - - - - - - - N-Value - long - n_value - - - - - 25 - - - - - - - SPT - Automatic - 70 - 10.0 - 1.50 - - - 1 - 5 - 0.5 - - - - - 2 - 10 - 0.5 - - - - - 3 - 15 - 0.5 - - - - - - - - - 6 - Natural Ground - - - - - - - 17.5 19.00 - - - - - - - - - N-Value - long - n_value - - - - - 0 - - - - - - - SPT - Automatic - 70 - 15.0 - 1.2 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 0 - 0.5 - - - - - 3 - 0 - 0.5 - - - - - - - - - 8 - Natural Ground - - - - - - - 24.5 25.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 1.20 - - - 1 - 9 - 0.5 - - - - - 2 - 12 - 0.5 - - - - - 3 - 50 - 0.2 - - - - - - - - - 9 - Natural Ground - - - - - - - 27.0 27.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.70 - - - 1 - 15 - 0.5 - - - - - 2 - 50 - 0.2 - - - - - - - - - 10 - Natural Ground - - - - - - - 28.0 28.10 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.10 - - - 1 - 50 - 0.1 - - - - - - - - - - WATER CONTENT - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - - 32.00 - - - - - - - - - - ASTM D1234 - CCRL - - - - - sandy lean clay - 1 - - - - wet - - - - - 110 - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 44.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 43.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 12.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 26.10 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 30.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 31.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 29.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 45.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 36.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 36.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 31.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.70 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 21.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,31.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 55,39.00,16,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,30.00,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,37,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 2 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 25.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 53,36.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 21,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 44,28.00,16,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 27,,,,, - - - - - - - - - - ASTM D4318-10, Multipoint test - - - - - - - 4 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 50,27,23,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,35.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,14,25,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,27.00,10,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 60,15,45,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 38,32.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 82,22,60,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,32.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 0.0,0,0,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 33,22,11,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,29.00,8,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 34,25,9,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 84,23,61,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 45,36.00,9,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,14,27,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 42,36.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - LOI - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LOI - double - organic_content - % - - - - - - - - - - - - Approved - - - ASTM D1234 - CCRL - - - - - organic clay - 1A - - - - wet - - - - - - - - - - - LOI - Natural Ground - - - - - - - 4.00 - - - - - - - - - LOI - double - organic_content - % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - chloride_content - double - chloride_content - ppm - - - - - - 2.00 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - pH - double - pH - ppm - - - - - - 8.40 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - sulfate_content - double - sulfate_content - ppm - - - - - - 13.30 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - pH - double - pH - - - - - - 6.50 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - resistivity - double - resistivity - - - - - - 1.32 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - chloride_content - double - chloride_content - ppm - - - - - - 3.52 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - sulfate_content - double - sulfate_content - ppm - - - - - - 2.41 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - pH - double - pH - - - - - - 6.60 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - resistivity - double - resistivity - - - - - - 1.33 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - chloride_content - double - chloride_content - ppm - - - - - - 3.53 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - sulfate_content - double - sulfate_content - ppm - - - - - - 2.42 - - - - - - - - - - - - - - - - - - - - - - - - - - - - PARTICLE SIZE - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - 2,,0.10000,0.30000,0.50000,0.60000,GP,Poorly graded gravel,A-1-a,,0.15000,0.85000,5.4,34.6,60.0, - - - - - - - Approved - - - ASTM D422 - CCRL - - - - - Reddish brown poorly graded gravel - 1A - - - - wet - - - - - - - - - - 0.0750 - 22 - - - - - 0.105 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - 0.0200 - 5 - - - - - 0.0400 - 10 - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - 0,,,,,,CL,Lean clay,A-6,,,,91.8,8.2,0.0, - - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 92 - - - - - 3.81 - 93 - - - - - 6.35 - 95 - - - - - 10.8 - 97 - - - - - 21.6 - 98 - - - - - 50.8 - 98 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - 1,,0.10000,0.20000,,0.30000,SP-SM,Poorly graded sand with silt,,,,,21.9,75.2,2.9,7.9 - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 22 - - - - - 0.106 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - 0,,,,,,CL,Lean clay with sand,A-4,,,,77.5,22.5,0.0, - - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 78 - - - - - 3.81 - 89 - - - - - 6.35 - 94 - - - - - 10.8 - 97 - - - - - 21.6 - 99 - - - - - 50.8 - 100 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 22.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 36 - - - - - 0.106 - 39 - - - - - 0.250 - 68 - - - - - 0.425 - 86 - - - - - 0.850 - 94 - - - - - 2.00 - 97 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 28.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 14 - - - - - 0.106 - 16 - - - - - 0.250 - 32 - - - - - 0.425 - 76 - - - - - 0.850 - 96 - - - - - 2.00 - 99 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 7.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,GP,Poorly graded gravel with sand,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 71 - - - - - 0.106 - 74 - - - - - 0.250 - 96 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 45 - - - - - 0.106 - 50 - - - - - 0.250 - 59 - - - - - 0.425 - 69 - - - - - 0.850 - 82 - - - - - 2.00 - 95 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 34 - - - - - 0.106 - 48 - - - - - 0.250 - 83 - - - - - 0.425 - 86 - - - - - 0.850 - 88 - - - - - 2.00 - 92 - - - - - 4.75 - 97 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 15.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 23 - - - - - 0.106 - 33 - - - - - 0.250 - 97 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 68 - - - - - 0.106 - 92 - - - - - 0.250 - 99 - - - - - 0.425 - 100 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 24.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 48 - - - - - 0.106 - 54 - - - - - 0.250 - 73 - - - - - 0.425 - 82 - - - - - 0.850 - 90 - - - - - 2.00 - 94 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 27.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micro - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 11 - - - - - 0.106 - 12 - - - - - 0.250 - 19 - - - - - 0.425 - 40 - - - - - 0.850 - 81 - - - - - 2.00 - 96 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - - Compaction Test - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - ASTM D698 - - - - - - - - 1A - - - - - - - - 1 - 12.50 - 100.000 - - - - - - - 2 - 15.50 - 115.500 - - - - - - - 3 - 18.00 - 100.000 - - - - - - - - - - - Compaction Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Density Test - - - laboratory_name - - - Dataforensics - - - - - - - remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 15.00,115.00,100.00 - - - - - - - Approved - - - method xyz - CCRL - - - - - sandy lean clay - 1A - - - - reconstituted - - - - - - - - - - - Density Test - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 13.00,101.70,90.00 - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - Los Angeles Abrasion Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - Los Angeles Percentage Wear - double - aggregate_LA_abrasion_loss - % - - - Los Angeles Coefficient - double - aggregate_la_coefficient - - - Los Angles Wear Ratio - double - aggregate_la_wear_ratio - - - - - 50,15,1 - - - - - - - Final - - - Method 1234 - CCRL - - - - - Hard Limestone - 1A - - - - Specimen Prep - - - - - - - 0.425 - - - - - - - Charge ABC - - - - - - - Slake Durability Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - slake_durability_index - % - - - - - - 95.4 - - - - - - - Final - - - A Method - CCRL - - - - - Some kind of shale - 1A - - - - Spec Prep - - - - - T1 - T2 - 98.7 - Water - - - - - - - - - - - - - - - CBR - Natural Ground - - - - - - - 2.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 15.0,16.0,15.50 - - - - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - 105.00 - 91.30 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 110.00 - 95.60 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 115.00 - 100.00 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - - remarks go here - - - 1 - - 15.40 - 12.0 - 13.0 - - - - - 2.000 - 1.00 - - - - - 4.000 - 3.00 - - - true - unsoaked - 5 - 2.0 - 15.50 - - - - - - - - - remarks 2 go here - - - 2 - - 15.00 - 13.0 - 14.0 - - - true - unsoaked - 5 - 2.1 - 15.50 - - - - - - - - - remarks 3 go here - - - 3 - - 15.40 - 14.0 - 15.0 - - - true - unsoaked - 5 - 2.2 - 15.50 - - - - - - - - - - CBR - Natural Ground - - - - - - - 4.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 17.0,18.0,19.00 - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - - - - - - - - - - - - - - - - Consolidation Test - - - laboratory_name - - - Dataforensics - - - - - - - Speciemen Swelled after initial consolidatiion - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000, - - - - - - - Final - - - Speciemen Swelled after initial consolidatiion - - - - - ASTM D2435 - CCRL - - - - - sandy lean clay - 1A - - - - 105.50 - 4359.15615639669 - 81.78 - 74.50 - 19.68 - 76 - 29.50 - 1.029 - - - - - 25.00 - - - - - - Specimen remoulded at natural moisture content to specified bulk density. - - - 2.65 - - - OEDOMTER - 1.0 - 10 - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 1 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - Consolidation Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000, - - - - - - - - - - D4546 - - - - - - - - - - - 0.650 - - - - - - - - 2.65 - - - - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 1 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - - - - - Lab Pocket Pen - - - remarks hp - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Lab Pocket Pen - double - compressive_strength_unconfined - - - - - 15 - - - - - - - - - - - - - - - - sandy lean clay - 1A - - - - - - - - - - - - diff --git a/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 4-DIGGS .xml b/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 4-DIGGS .xml deleted file mode 100644 index a37c314e..00000000 --- a/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 4-DIGGS .xml +++ /dev/null @@ -1,14194 +0,0 @@ - - - - - 2025-01-15 - - - - - - Not specified in OGC file - - - Generated by Dataforensics from OpenGround - 2025-01-15 - - - - - - - Vendor DIGGS Challenge - 20250110 - DIGGS Challenge - 20250110 - DIGGS Challenge - - - client - - - Geo-Institute - - - - - - - project_engineer - - - Jim Halpert - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - - - - - - Somewhere Over the Rainbow - - - - - - - BH-33 - BH-33 - FINAL - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Davis - - - - - - - Notes go here - - - Natural Ground - - - - Location description - 1553.2 - 25.00 - R - - - - - -84.247361 33.854467 318.00 - - - - - - - -84.247361 33.854467 318.00 -84.247361 33.854467 278 - - - - - - - - -90 - 0 - - - 2015-06-04T13:32:59 - 2015-06-04T13:34:01 - - - 40.00 - - BH - - - - - - - - 0.00 5.00 - - - Concrete - - - - - - - 5.00 14.00 - - - Bentonite - - - - - - - 14.00 25.00 - - - Sand backfill - - - - - - - 25.00 29.00 - - - Bentonite - - - - - - - 29.00 35.00 - - - Sand backfill - - - - - - - 35.00 40.00 - - - Concrete - - - - - - - - - - remarks - - - - - 0 30.00 - - - 5 - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - Jim Bob - - - - - - - remarks 1 - - - - - 0.00 30.00 - - - - - 2015-06-04T13:32:59 - 2015-06-04T18:32:59 - - - - - 4.25"" Hollow stem auger - - - - - CME 550 - drill rig - - - - - hollow stem auger - Coring Device - 5.00 - Barrel Type - - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - James Brown - - - - - - - remarks 2 - - - - - 30.00 40.00 - - - - - 2015-06-04T18:32:59 - 2015-06-04T23:32:59 - - - - - NQ - - - - - Arco 9000 - drill rig - - - - - NQ coring - Coring Device - 5.00 - barrel ABC - - - - - - - - Soil Drill Method - - - 4-1/4"" Hollow stem auger - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - NQ - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - Rough drilling - - - - - 18.00 20.00 - - - - - - - - - Drill rods chattering - - - - - 24.00 25.00 - - - - - - - sub location 1 - - - Before picture - - - - - - - - sub location 2 - - - After picture - - - - - - - - - - - - - - - - - - 3.00 5.00 - - - 46.8 - - - - - 1 - - - - - - - - 0.00 5.00 - - - 3.0 - 2.0 - 1.00 - - - - - - - - - - - - - 3.00 6.00 - - - - 3 - 7 - - - - - - - - - - - - - 7.00 10.00 - - - - 7 - - - - - - - - - - - - - 10.00 12.00 - - - - 4 - - - - - - - - Remarks - - - - - 30.00 35.00 - - - - 85 - 100 - Brown - - - - - - - - - - - - - 0 40.00 - - - 4 - - - - - After drilling - - - - - - - - 2019-12-10T06:00:00 - - - 15.00 - - - - - - - - - At time of drilling - - - - - - - - 2015-06-04T13:47:26 - - - 15.00 - - - - - - - - - At time of drilling - - - - - - - - 2015-06-04T13:47:48 - - - 19.00 - - - - - - - - - End of drilling - - - - - - - - 2015-06-04T13:47:36 - - - 13.00 - - - - - - - - - - - BH-34 - BH-34 - FINAL - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Davis - - - - - - - Notes go here - - - Natural Ground - - - - 1000.0 - 25.00 - R - - - - - -84.247407 33.854711 320.00 - - - - - - - -84.247407 33.854711 320.00 -84.247407 33.854711 280 - - - - - - - - -90 - - - 2015-06-04T13:32:59 - 2015-06-04T13:34:01 - - - 40.00 - - BH - - - - - - - - - - - - 0 15.00 - - - 3 - - - - - - - Soil Drill Method - - - 4-1/4"" Hollow stem auger - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - NQ - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - - - - - - - A - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 1 - - - Ground Water - - - - 25.00 - - - - - 0 25 - - - - - - - - Remarks 2 - - - - - 15.00 25.00 - - - 2 - PVC - - - - - - - Remarks 1 - - - - - 0.00 15.00 - - - 2 - PVC - - - 25 - - - - - B - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 2 - - - Ground Water - - - - 35.00 - - - - - 0 35 - - - - - - - - Remarks 4 - - - - - 30.00 35.00 - - - 3 - PVC - - - - - - - Remarks 3 - - - - - 2.00 30.00 - - - 3 - PVC - - - 35 - - - - - - - - 7 - - - - - - Natural Ground - - - - - 22.00 24.00 - - - collect - - - - - 22.00 24.00 - - - - - - - - - SH - - - 2.00 - - - - - - R-1 - - - - - - Natural Ground - - - - - 30.00 35.00 - - - collect - 3.00 - - - - - 30.00 35.00 - - - - - - - - - RC - - - 2.00 - 5.00 - - - - - - R-2 - - - - - - Natural Ground - - - - - 35.00 40.00 - - - collect - 2.00 - - - - - 35.00 40.00 - - - - - - - - - RC - - - 1.00 - 4.00 - - - - - - 2 - Natural Ground - - - - - 7.5 9.00 - - - collect - - - - - 7.50 9.00 - - - - - - - SPT - - - 1.50 - - - - - 3 - Natural Ground - - - - - 10.0 11.50 - - - collect - - - - - 10.00 11.00 - - - - - - - - - 11.00 11.50 - - - - - - - SPT - - - 1.40 - - - - - 4 - Natural Ground - - - - - 12.5 14.00 - - - collect - - - - - 12.50 14.00 - - - - - - - SPT - - - 1.30 - - - - - 5 - Natural Ground - - - - - 15.0 16.50 - - - collect - - - - - 15.00 16.50 - - - - - - - SPT - - - 1.00 - - - - - 6 - Natural Ground - - - - - 17.5 19.00 - - - collect - - - - - 17.50 19.00 - - - - - - - SPT - - - 0.90 - - - - - 8 - Natural Ground - - - - - 24.5 25.70 - - - collect - - - - - 24.50 25.00 - - - - - - - - - 25.00 25.70 - - - - - - - SPT - - - 1.00 - - - - - 9 - Natural Ground - - - - - 27.0 27.70 - - - collect - - - - - 27.00 27.70 - - - - - - - SPT - - - 0.50 - - - - - 10 - Natural Ground - - - - - 28.0 28.10 - - - collect - - - - - 28.00 28.10 - - - - - - - SPT - - - 0.10 - - - - - - 1 - Natural Ground - - - - - 2.00 3.00 - - - none - - - - - 2.00 3.00 - - - - - - - AU - - - - - - - - 1 - Natural Ground - - - - - 4.00 5.00 - - - none - - - - - 4.00 5.00 - - - - - - - AU - - - - - - - - R-1 - Natural Ground - - - - - 30.00 35.00 - - - none - - - - - 30.00 35.00 - - - - - - - RC - - - - - - - - R-2 - Natural Ground - - - - - 35.00 40.00 - - - none - - - - - 35.00 40.00 - - - - - - - RC - - - - - - - - 7 - Natural Ground - - - - - 22.00 24.00 - - - none - - - - - 22.00 24.00 - - - - - - - SH - - - - - - - - 10 - Natural Ground - - - - - 28.00 28.10 - - - none - - - - - 28.00 28.10 - - - - - - - SS - - - - - - - - 2 - Natural Ground - - - - - 7.50 9.00 - - - none - - - - - 7.50 9.00 - - - - - - - SS - - - - - - - - 3 - Natural Ground - - - - - 10.00 11.50 - - - none - - - - - 10.00 11.50 - - - - - - - SS - - - - - - - - 4 - Natural Ground - - - - - 12.50 14.00 - - - none - - - - - 12.50 14.00 - - - - - - - SS - - - - - - - - 5 - Natural Ground - - - - - 15.00 16.50 - - - none - - - - - 15.00 16.50 - - - - - - - SS - - - - - - - - 6 - Natural Ground - - - - - 17.50 19.00 - - - none - - - - - 17.50 19.00 - - - - - - - SS - - - - - - - - 8 - Natural Ground - - - - - 24.50 25.70 - - - none - - - - - 24.50 25.70 - - - - - - - SS - - - - - - - - 9 - Natural Ground - - - - - 27.00 27.70 - - - none - - - - - 27.00 27.70 - - - - - - - SS - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3A - - - - - - - - - - - - - - - - - - - 3B - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8A - - - - - - - - - - - - - - - - - - - 8B - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3 - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - BH-33 - - - SOIL - - - - - - 0.0 0.5 - - - true - - - - - Asphalt - - - - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - asphalt - Surface - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fines - - - - - - - - - - - - - - - - - 0.5 3.0 - - - true - - - Poorly graded gravel with sand, Cobbles and Boulders - GP - - POORLY GRADED GRAVEL WITH SAND, COBBLES AND BOULDERS (GP); mostly fine to medium very hard subrounded flat GRAVEL; some fine hard well rounded elongated sand; few low plasticity fines; about 7% cobbles by vol., angular, hard, elongated; about 5% boulders by vol., subangular, very hard, flat; dark brownish black and light grayish brown, moist to wet, medium dense, stratified, trace ferrous nodules, trace construction debris, trace manganese, no odor, moderate cementation, iron oxide staining, max size = 3 in., Something else goes here, FILL - - - black - Primary - - - - - brown - Primary - - - - - brownish - Secondary - - - - - grayish - Secondary - - - - - dark - Shade - - - - - light - Shade - - - - - and - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly fine to medium very hard subrounded flat GRAVEL - Primary - - - - - some fine hard well rounded elongated sand - Secondary - - - - - few low plasticity fines - Tertiary - - - - - - Quatenary - - - - - ferrous nodules - trace - - - - - construction debris - trace - - - - - manganese - trace - - - - - Boulders - 5 - - - - - Cobbles - 7 - - - - - Fines - 10 - - - - - Gravel - 60 - - - - - Sand - 30 - - - fill - - - - - Something else goes here - - - medium dense - moderate - moist to wet - no - subangular - angular - subrounded - well rounded - very hard - hard - very hard - hard - flat - elongated - flat - elongated - fine to medium - fine - poorly graded - low - weak - stratified - - - - Fines - - - - - - - - - - - - 3 - - - - - - - - - - - - - - 3.0 11.0 - - - true - - - Lean clay - CL - - LEAN CLAY (CL); mostly low plasticity FINES no dilatancy; dark brown, moist, medium stiff to stiff, varved, FILL - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly low plasticity FINES no dilatancy - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 100 - - - - - Gravel - 0 - - - - - Sand - 0 - - - fill - - - - - - - - medium stiff to stiff - no - moist - low - varved - - - - Fines - clay - - - - - - - - - - - - - - - - 11.0 17.5 - - - true - - - Poorly graded sand - SP - - POORLY GRADED SAND (SP); mostly rounded SAND; light brown, moist, loose to medium dense, trace silt, hydrocarbon odor, ALLUVIUM - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - light - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly rounded SAND - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - silt - trace - - - - - - - - - - - - - - - - - Fines - 10 - - - - - Gravel - 0 - - - - - Sand - 90 - - - alluvium - - - - - - - - loose to medium dense - moist - hydrocarbon - rounded - poorly graded - - - - Fines - - - - - - - - - - - - - - - - - 17.5 25.0 - - - true - - - Lean clay - CL - - LEAN CLAY (CL); mostly medium plasticity FINES; dark brown, moist to wet, very stiff to very hard, iron oxide staining, ALLUVIUM - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly medium plasticity FINES - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 100 - - - - - Gravel - 0 - - - - - Sand - 0 - - - alluvium - - - - - - - - very stiff to very hard - moist to wet - medium - - - - Fines - clay - - - - - - - - - - - - - - 19.0 - - - becoming gray - - - - - - - - - 25.0 30.0 - - - true - - - Fat clay - CH - - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - - - red - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly high plasticity FINES - Primary - - - - - few fine sand - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 90 - - - - - Gravel - 0 - - - - - Sand - 10 - - - alluvium - - - - - - - - very dense - fine - poorly graded - high - - - - Fines - clay - - - - - - - - - - - - - - 26.0 27.0 - - - becoming wet - - - - - - - - - - BH-33 - - - ROCK - - - - - - 30.0 34.0 - - - true - - - - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - - - gray - Primary - - - - - green - Primary - - - - - brownish - Secondary - - - - - olive - Secondary - - - - - dark - Shade - - - - - light - Shade - - - - - and - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - limestone - Primary - - - - - sandstone - Secondary - - - - - - - - - - 0 to 15 - - wet - - very fine grained to medium grained sand - no - medium - strong to very strong - moderately to highly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - very thinly - - - - - SecondaryStructureThickness - - - - - - RockTypeModifier - calcareous - - - - - LayerRQD - - % - - - - - - - - - - - - 33.0 - - - becoming vuggy - - - - - - - - - 34.0 40.0 - - - true - - - - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - - - gray - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - limestone - Primary - - - - - - Secondary - - - - - - - Comments go here - - - - - wet - - - - - - freshly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - thinly - - - - - SecondaryStructureThickness - - - - - - RockTypeModifier - - - - - - LayerRQD - - % - - - - - - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - - 15 - 30 - 1 - 1 - - undulating to planar - slickensided - - - - joint - - - - - - - - remarks go here - - - 2 - 6 - 4 - 3 - - - - - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - calcite coating - 15 - 30 - 1 - 2 - gypsum - 1 - undulating to planar - rough to striated - 123 - matte - Gradational - joint - 1 - moderately to moderately - 2 - 3.0 - 4.0 - - - - - - - remarks go here - - - 4 - 8 - 6 - 2 - - - - - - - - - BH-34 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - - 15 - 30 - - gypsum - 1 - undulating to planar - rough to striated - - matte - Gradational - joint - moderately to moderately - 3.0 - 4.0 - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 36.00 39.00 - - - - - - - - - - - 12 - 12 - 12 - 1 - - - - - - - - - - - 2 - Natural Ground - - - - - - - 7.5 9.00 - - - - - - - - - N-Value - long - n_value - - - - - 3 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 2 - 0.5 - - - - - 3 - 1 - 0.5 - - - - - - - - - 3 - Natural Ground - - - - - - - 10.0 11.50 - - - - - - - - - N-Value - long - n_value - - - - - 10 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 2 - 0.5 - - - - - 2 - 4 - 0.5 - - - - - 3 - 6 - 0.5 - - - - - - - - - 4 - Natural Ground - - - - - - - 12.5 14.00 - - - - - - - - - N-Value - long - n_value - - - - - 15 - - - - - - - SPT - Automatic - 70 - 5.0 - 1.50 - - - 1 - 3 - 0.5 - - - - - 2 - 6 - 0.5 - - - - - 3 - 9 - 0.5 - - - - - - - - - 5 - Natural Ground - - - - - - - 15.0 16.50 - - - - - - - - - N-Value - long - n_value - - - - - 25 - - - - - - - SPT - Automatic - 70 - 10.0 - 1.50 - - - 1 - 5 - 0.5 - - - - - 2 - 10 - 0.5 - - - - - 3 - 15 - 0.5 - - - - - - - - - 6 - Natural Ground - - - - - - - 17.5 19.00 - - - - - - - - - N-Value - long - n_value - - - - - 0 - - - - - - - SPT - Automatic - 70 - 15.0 - 1.2 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 0 - 0.5 - - - - - 3 - 0 - 0.5 - - - - - - - - - 8 - Natural Ground - - - - - - - 24.5 25.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 1.20 - - - 1 - 9 - 0.5 - - - - - 2 - 12 - 0.5 - - - - - 3 - 50 - 0.2 - - - - - - - - - 9 - Natural Ground - - - - - - - 27.0 27.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.70 - - - 1 - 15 - 0.5 - - - - - 2 - 50 - 0.2 - - - - - - - - - 10 - Natural Ground - - - - - - - 28.0 28.10 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.10 - - - 1 - 50 - 0.1 - - - - - - - - - - WATER CONTENT - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - - 32.00 - - - - - - - - - - ASTM D1234 - CCRL - - - - - sandy lean clay - 1 - - - - wet - - - - - 110 - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 44.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 43.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 12.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 26.10 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 30.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 31.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 29.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 45.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 36.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 36.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 31.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.70 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 21.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,31.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 55,39.00,16,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,30.00,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,37,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 2 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 25.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 53,36.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 21,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 44,28.00,16,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 27,,,,, - - - - - - - - - - ASTM D4318-10, Multipoint test - - - - - - - 4 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 50,27,23,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,35.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,14,25,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,27.00,10,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 60,15,45,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 38,32.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 82,22,60,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,32.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 0.0,0,0,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 33,22,11,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,29.00,8,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 34,25,9,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 84,23,61,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 45,36.00,9,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,14,27,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 42,36.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - LOI - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LOI - double - organic_content - % - - - - - - - - - - - - Approved - - - ASTM D1234 - CCRL - - - - - organic clay - 1A - - - - wet - - - - - - - - - - - LOI - Natural Ground - - - - - - - 4.00 - - - - - - - - - LOI - double - organic_content - % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 2.00 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - pH - double - pH - - - - - - 8.40 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 13.30 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - pH - double - pH - - - - - - 6.50 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - resistivity - double - resistivity - - - - - - 1.32 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.52 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.41 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - pH - double - pH - - - - - - 6.60 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - resistivity - double - resistivity - - - - - - 1.33 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.53 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.42 - - - - - - - - - - - - - - - - - - - - - - - - - - - - PARTICLE SIZE - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 2,,0.10000,0.30000,0.50000,0.60000,GP,Poorly graded gravel,A-1-a,,0.15000,0.85000,5.4,34.6,60.0, - - - - - - - Approved - - - ASTM D422 - CCRL - - - - - Reddish brown poorly graded gravel - 1A - - - - wet - - - - - - - - - - 0.0750 - 22 - - - - - 0.105 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - 0.0200 - 5 - - - - - 0.0400 - 10 - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 0,,,,,,CL,Lean clay,A-6,,,,91.8,8.2,0.0, - - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 92 - - - - - 3.81 - 93 - - - - - 6.35 - 95 - - - - - 10.8 - 97 - - - - - 21.6 - 98 - - - - - 50.8 - 98 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 1,,0.10000,0.20000,,0.30000,SP-SM,Poorly graded sand with silt,,,,,21.9,75.2,2.9,7.9 - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 22 - - - - - 0.106 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 0,,,,,,CL,Lean clay with sand,A-4,,,,77.5,22.5,0.0, - - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 78 - - - - - 3.81 - 89 - - - - - 6.35 - 94 - - - - - 10.8 - 97 - - - - - 21.6 - 99 - - - - - 50.8 - 100 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 22.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 36 - - - - - 0.106 - 39 - - - - - 0.250 - 68 - - - - - 0.425 - 86 - - - - - 0.850 - 94 - - - - - 2.00 - 97 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 28.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 14 - - - - - 0.106 - 16 - - - - - 0.250 - 32 - - - - - 0.425 - 76 - - - - - 0.850 - 96 - - - - - 2.00 - 99 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 7.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,GP,Poorly graded gravel with sand,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 71 - - - - - 0.106 - 74 - - - - - 0.250 - 96 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 45 - - - - - 0.106 - 50 - - - - - 0.250 - 59 - - - - - 0.425 - 69 - - - - - 0.850 - 82 - - - - - 2.00 - 95 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 34 - - - - - 0.106 - 48 - - - - - 0.250 - 83 - - - - - 0.425 - 86 - - - - - 0.850 - 88 - - - - - 2.00 - 92 - - - - - 4.75 - 97 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 15.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 23 - - - - - 0.106 - 33 - - - - - 0.250 - 97 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 68 - - - - - 0.106 - 92 - - - - - 0.250 - 99 - - - - - 0.425 - 100 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 24.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 48 - - - - - 0.106 - 54 - - - - - 0.250 - 73 - - - - - 0.425 - 82 - - - - - 0.850 - 90 - - - - - 2.00 - 94 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 27.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 11 - - - - - 0.106 - 12 - - - - - 0.250 - 19 - - - - - 0.425 - 40 - - - - - 0.850 - 81 - - - - - 2.00 - 96 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - - Compaction Test - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - ASTM D698 - - - - - - - - 1A - - - - - - - - 1 - 12.50 - 100.000 - - - - - - - 2 - 15.50 - 115.500 - - - - - - - 3 - 18.00 - 100.000 - - - - - - - - - - - Compaction Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Density Test - - - laboratory_name - - - Dataforensics - - - - - - - remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 15.00,115.00,100.00 - - - - - - - Approved - - - method xyz - CCRL - - - - - sandy lean clay - 1A - - - - reconstituted - - - - - - - - - - - Density Test - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 13.00,101.70,90.00 - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - Los Angeles Abrasion Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - Los Angeles Percentage Wear - double - aggregate_LA_abrasion_loss - % - - - Los Angeles Coefficient - double - aggregate_la_coefficient - - - Los Angles Wear Ratio - double - aggregate_la_wear_ratio - - - - - 50,15,1 - - - - - - - Final - - - Method 1234 - CCRL - - - - - Hard Limestone - 1A - - - - Specimen Prep - - - - - - - 0.425 - - - - - - - Charge ABC - - - - - - - Slake Durability Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - slake_durability_index - % - - - - - - 95.4 - - - - - - - Final - - - A Method - CCRL - - - - - Some kind of shale - 1A - - - - Spec Prep - - - - - T1 - T2 - 98.7 - Water - - - - - - - - - - - - - - - CBR - Natural Ground - - - - - - - 2.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 15.0,16.0,15.50 - - - - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - 105.00 - 91.30 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 110.00 - 95.60 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 115.00 - 100.00 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - - remarks go here - - - 1 - - 15.40 - 12.0 - 13.0 - - - - - 2.000 - 1.00 - - - - - 4.000 - 3.00 - - - true - unsoaked - 5 - 2.0 - 15.50 - - - - - - - - - remarks 2 go here - - - 2 - - 15.00 - 13.0 - 14.0 - - - true - unsoaked - 5 - 2.1 - 15.50 - - - - - - - - - remarks 3 go here - - - 3 - - 15.40 - 14.0 - 15.0 - - - true - unsoaked - 5 - 2.2 - 15.50 - - - - - - - - - - CBR - Natural Ground - - - - - - - 4.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 17.0,18.0,19.00 - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - - - - - - - - - - - - - - - - Consolidation Test - - - laboratory_name - - - Dataforensics - - - - - - - Speciemen Swelled after initial consolidatiion - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000, - - - - - - - Final - - - Speciemen Swelled after initial consolidatiion - - - - - ASTM D2435 - CCRL - - - - - sandy lean clay - 1A - - - - 105.50 - 4359.15615639669 - 81.78 - 74.50 - 19.68 - 76 - 29.50 - 1.029 - - - - - 25.00 - - - - - - Specimen remoulded at natural moisture content to specified bulk density. - - - 2.65 - - - OEDOMTER - 1.0 - 10 - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 1 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - Consolidation Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000, - - - - - - - - - - D4546 - - - - - - - - - - - 0.650 - - - - - - - - 2.65 - - - - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 1 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - - - - - Lab Pocket Pen - - - remarks hp - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Lab Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 15 - - - - - - - - - - - - - - - sandy lean clay - 1A - - - - - - - - - - - Pocket Pen - Natural Ground - - - - - - - 7.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 0.25 - - - - - - - 0.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 10.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.25 - - - - - - - 2.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 17.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 3.50 - - - - - - - 3.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 22.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.50 - - - - - - - 2.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 24.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 1.50 - - - - - - - 1.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 27.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 28.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - - Natural Ground - - - - - - - 4.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 200.00 - - - - - - - - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 12.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 15.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 600.00 - - - - - - - - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - - diff --git a/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 4-DIGGS org.xml b/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 4-DIGGS org.xml deleted file mode 100644 index 329b6cd5..00000000 --- a/Instances/20250110 - DIGGS Challenge - 2025-01-12 1330 - Internal - 4-DIGGS org.xml +++ /dev/null @@ -1,14091 +0,0 @@ - - - - - 2025-01-15 - - - - - - Not specified in OGC file - - - Generated by Dataforensics from OpenGround - 2025-01-15 - - - - - - - Vendor DIGGS Challenge - 20250110 - DIGGS Challenge - 20250110 - DIGGS Challenge - - - client - - - Geo-Institute - - - - - - - project_engineer - - - Jim Halpert - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - Somewhere Over the Rainbow - - - - - - - BH-33 - BH-33 - FINAL - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Davis - - - - - - - Notes go here - - - Natural Ground - - - - Location description - 1553.2 - 25.00 - R - - - - - 33.854467 -84.247361 318.00 - - - - - - - 33.854467 -84.247361 318.00 33.854467 -84.247361 - 278 - - - - - - G-I:lsr-BH-33 - - - - chainage - absolute - ft - - - - - - -90 - 0 - - - 2015-06-04T13:32:59 - 2015-06-04T13:34:01 - - - 40.00 - Hollow Stem Auger - Rotary Cored - - - - - - - - 0.00 5.00 - - - Concrete - - - - - - - 5.00 14.00 - - - Bentonite - - - - - - - 14.00 25.00 - - - Sand backfill - - - - - - - 25.00 29.00 - - - Bentonite - - - - - - - 29.00 35.00 - - - Sand backfill - - - - - - - 35.00 40.00 - - - Concrete - - - - - - - - - - remarks - - - - - 0 30.00 - - - 5 - - - - - - Hollow Stem Augering with SPT Testing and Soil Sampling - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Bob - - - - - - - 0.00 30.00 - - - - - 2015-06-04T13:32:59 - 2015-06-04T18:32:59 - - - - - CME - 550 - - - - - hollow stem auger - 4.5 - 5.00 - Barrel Type - - - - - - - NQ Rock Coring - - - logger - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - James Brown - - - - - - - 30.00 40.00 - - - - - 2015-06-04T18:32:59 - 2015-06-04T23:32:59 - - - - - CME - 1100 - - - - - NQ Coring System - 5.00 - barrel ABC - - - - - - - - - - - Rough drilling - - - - - 18.00 20.00 - - - - - - - - - Drill rods chattering - - - - - 24.00 25.00 - - - - - - - - sub location 1 - - - Before picture - - - - - - - - sub location 2 - - - After picture - - - - - - - - - - - Boring terminated at 40.0 feet. - - - - - - - - - - - - - - - - - - 3.00 5.00 - - - 46.8 - - - - - 1 - - - - - - - - 0.00 5.00 - - - 3.0 - 2.0 - 1.00 - - - - - - - - - - - - - 3.00 6.00 - - - - 3 - 7 - - - - - - - - - - - - - 7.00 10.00 - - - - 7 - - - - - - - - - - - - - 10.00 12.00 - - - - 4 - - - - - - - - Remarks - - - - - 30.00 35.00 - - - - 85 - 100 - Brown - - - - - - - - - - - - - 0 40.00 - - - 4 - - - - - - - - - At time of drilling - - - 2015-06-04T13:47:36 - - - 19.00 - - - - - - - - - End of drilling - - - 2015-06-04T23:32:59 - - - 13.00 - - - - - - - - - After drilling - - - 2019-12-10T14:32:00 - - - 15.00 - - - - - - - - - - - - A - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 1 - - - Ground Water - - - - 33.854467 -84.247361 320.00 - - - - - 33.854467 -84.247361 320.00 33.854467 -84.247361 - 293 - - - - - - Pressure Transducer 1 - - - 25.00 - - - - - 2015-06-07 - - - - - - - Transducer measures hydrostatic pressure but is calibrated to output water level elevation. See calibration audit trail to view calibration history. - - - - Water elevation - pressure transducer - - - - - - - - - Remarks 2 - - - - - 15.00 25.00 - - - 2 - PVC - - - - - - - Remarks 1 - - - - - -2.00 15.00 - - - 2 - PVC - - - 27 - - - - - B - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 2 - - - Ground Water - - - - 35.00 - - - - - 0 35 - - - - - - - - Remarks 4 - - - - - 30.00 35.00 - - - 3 - PVC - - - - - - - Remarks 3 - - - - - 2.00 30.00 - - - 3 - PVC - - - 35 - - - - - - - - 7 - - - - - - Natural Ground - - - - - 22.00 24.00 - - - collect - - - - - 22.00 24.00 - - - - - - - - - SH - - - 2.00 - - - - - - R-1 - - - - - - Natural Ground - - - - - 30.00 35.00 - - - collect - 3.00 - - - - - 30.00 35.00 - - - - - - - - - RC - - - 2.00 - 5.00 - - - - - - R-2 - - - - - - Natural Ground - - - - - 35.00 40.00 - - - collect - 2.00 - - - - - 35.00 40.00 - - - - - - - - - RC - - - 1.00 - 4.00 - - - - - - 2 - Natural Ground - - - - - 7.5 9.00 - - - collect - - - - - 7.50 9.00 - - - - - - - SPT - - - 1.50 - - - - - 3 - Natural Ground - - - - - 10.0 11.50 - - - collect - - - - - 10.00 11.00 - - - - - - - - - 11.00 11.50 - - - - - - - SPT - - - 1.40 - - - - - 4 - Natural Ground - - - - - 12.5 14.00 - - - collect - - - - - 12.50 14.00 - - - - - - - SPT - - - 1.30 - - - - - 5 - Natural Ground - - - - - 15.0 16.50 - - - collect - - - - - 15.00 16.50 - - - - - - - SPT - - - 1.00 - - - - - 6 - Natural Ground - - - - - 17.5 19.00 - - - collect - - - - - 17.50 19.00 - - - - - - - SPT - - - 0.90 - - - - - 8 - Natural Ground - - - - - 24.5 25.70 - - - collect - - - - - 24.50 25.00 - - - - - - - - - 25.00 25.70 - - - - - - - SPT - - - 1.00 - - - - - 9 - Natural Ground - - - - - 27.0 27.70 - - - collect - - - - - 27.00 27.70 - - - - - - - SPT - - - 0.50 - - - - - 10 - Natural Ground - - - - - 28.0 28.10 - - - collect - - - - - 28.00 28.10 - - - - - - - SPT - - - 0.10 - - - - - - 1 - Natural Ground - - - - - 2.00 3.00 - - - none - - - - - 2.00 3.00 - - - - - - - AU - - - - - - - - 1 - Natural Ground - - - - - 4.00 5.00 - - - none - - - - - 4.00 5.00 - - - - - - - AU - - - - - - - - R-1 - Natural Ground - - - - - 30.00 35.00 - - - none - - - - - 30.00 35.00 - - - - - - - RC - - - - - - - - R-2 - Natural Ground - - - - - 35.00 40.00 - - - none - - - - - 35.00 40.00 - - - - - - - RC - - - - - - - - 7 - Natural Ground - - - - - 22.00 24.00 - - - none - - - - - 22.00 24.00 - - - - - - - SH - - - - - - - - 10 - Natural Ground - - - - - 28.00 28.10 - - - none - - - - - 28.00 28.10 - - - - - - - SS - - - - - - - - 2 - Natural Ground - - - - - 7.50 9.00 - - - none - - - - - 7.50 9.00 - - - - - - - SS - - - - - - - - 3 - Natural Ground - - - - - 10.00 11.50 - - - none - - - - - 10.00 11.50 - - - - - - - SS - - - - - - - - 4 - Natural Ground - - - - - 12.50 14.00 - - - none - - - - - 12.50 14.00 - - - - - - - SS - - - - - - - - 5 - Natural Ground - - - - - 15.00 16.50 - - - none - - - - - 15.00 16.50 - - - - - - - SS - - - - - - - - 6 - Natural Ground - - - - - 17.50 19.00 - - - none - - - - - 17.50 19.00 - - - - - - - SS - - - - - - - - 8 - Natural Ground - - - - - 24.50 25.70 - - - none - - - - - 24.50 25.70 - - - - - - - SS - - - - - - - - 9 - Natural Ground - - - - - 27.00 27.70 - - - none - - - - - 27.00 27.70 - - - - - - - SS - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3A - - - - - - - - - - - - - - - - - - - 3B - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8A - - - - - - - - - - - - - - - - - - - 8B - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3 - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - BH-33 - - - SOIL - - - - - - 0.0 0.5 - - - true - - - - Asphalt - Asphalt - - - - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - asphalt - Surface - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Fines - - - - - - - - - - - - - - - - - 0.5 3.0 - - - true - - - Poorly graded gravel with cobbles and boulders - POORLY GRADED GRAVEL WITH SAND, COBBLES AND BOULDERS (GP); mostly fine to medium very hard subrounded flat GRAVEL; some fine hard well rounded elongated sand; few low plasticity fines; about 7% cobbles by vol., angular, hard, elongated; about 5% boulders by vol., subangular, very hard, flat; dark brownish black and light grayish brown, moist to wet, medium dense, stratified, trace ferrous nodules, trace construction debris, trace manganese, no odor, moderate cementation, iron oxide staining, max size = 3 in., Something else goes here, FILL Unit A - GP - GP - - - - - - - - - - - Something else goes here. - - - - - 0.5 3.0 - - - true - - - Poorly graded gravel with cobbles and boulders - POORLY GRADED GRAVEL WITH SAND, COBBLES AND BOULDERS (GP); mostly fine to medium very hard subrounded flat GRAVEL; some fine hard well rounded elongated sand; few low plasticity fines; about 7% cobbles by vol., angular, hard, elongated; about 5% boulders by vol., subangular, very hard, flat; dark brownish black and light grayish brown, moist to wet, medium dense, stratified, trace ferrous nodules, trace construction debris, trace manganese, no odor, moderate cementation, iron oxide staining, max size = 3 in., Something else goes here, FILL Unit A - GP - GP - - - - dark brownish black - - - dark - brownish - Black - - - primary - - - - - light grayish brown - - - light - grayish - Brown - - - and - - - - - - gravel - mostly - - - subrounded - very hard - flat - fine to medium - - - - - - - sand - some - - - well rounded - hard - elongated - fine - - - - - - - fines - few - - - low - - - - - - - cobbles - 7 - - - angular - hard - elongated - - - - - - - boulders - 5 - - - subangular - very hard - flat - - - - - - - ferrous nodules - trace - - - - - construction debris - trace - - - - - manganese - trace - - - - - iron oxide staining - - - - - - medium dense - moderate - no - 3 in - stratified - - - - - fill - Unit A - - - - - - - 3.0 - 11.0 - - - true - - - Lean clay - LEAN CLAY (CL); mostly low plasticity FINES no dilatancy; dark brown, moist, medium stiff to stiff, varved, FILL - CL - CL - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly low plasticity FINES no dilatancy - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 100 - - - - - Gravel - 0 - - - - - Sand - 0 - - - - - - - - - - medium stiff to stiff - no - moist - low - varved - - - - Fines - clay - - - - - - - - - fill - - - - - - - - 11.0 - 17.5 - - - true - - - Poorly graded sand - POORLY GRADED SAND (SP); mostly rounded SAND; light brown, moist, loose to medium dense, trace silt, hydrocarbon odor, ALLUVIUM - SP - SP - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - light - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly rounded SAND - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - silt - trace - - - - - - - - - - - - - - - - - Fines - 10 - - - - - Gravel - 0 - - - - - Sand - 90 - - - - - - - - - - loose to medium dense - moist - hydrocarbon - rounded - poorly graded - - - - Fines - - - - - - - - - - alluvium - - - - - - - - 17.5 - 25.0 - - - true - - - Lean clay - LEAN CLAY (CL); mostly medium plasticity FINES; dark brown, moist to wet, very stiff to very hard, iron oxide staining, ALLUVIUM - CL - CL - - - brown - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly medium plasticity FINES - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 100 - - - - - Gravel - 0 - - - - - Sand - 0 - - - - - - - - - - very stiff to very hard - moist to wet - medium - - - - Fines - clay - - - - - - - - - alluvium - - - - - - 19.0 - - - becoming gray - - - - - - - - - 25.0 - 30.0 - - - true - - - Fat clay - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - CH - CH - - - red - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Tertiary - - - - - - Surface - - - - - mostly high plasticity FINES - Primary - - - - - few fine sand - Secondary - - - - - - Tertiary - - - - - - Quatenary - - - - - - - - - - - - - - - - - - - - - - - Fines - 90 - - - - - Gravel - 0 - - - - - Sand - 10 - - - - - - - - - - very dense - fine - poorly graded - high - - - - Fines - clay - - - - - - - - - alluvium - - - - - - 26.0 27.0 - - - becoming wet - - - - - - - - - - BH-33 - - - ROCK - - - - - - 30.0 - 34.0 - - - true - - - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - Limestone - - - gray - Primary - - - - - green - Primary - - - - - brownish - Secondary - - - - - olive - Secondary - - - - - dark - Shade - - - - - light - Shade - - - - - and - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - limestone - Primary - - - - - sandstone - Secondary - - - - - - - - - - 0 to 15 - - wet - - very fine grained to medium grained sand - no - medium - strong to very strong - moderately to highly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - very thinly - - - - - SecondaryStructureThickness - - - - - - RockTypeModifier - calcareous - - - - - LayerRQD - - % - - - - - - - - - - - - 33.0 - - - becoming vuggy - - - - - - - - - 34.0 - 40.0 - - - true - - - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - Shale - - - gray - Primary - - - - - - Primary - - - - - - Secondary - - - - - - Secondary - - - - - dark - Shade - - - - - - Shade - - - - - - Conjunction - - - - - - Primary - - - - - - Secondary - - - - - - Conjunction - - - - - limestone - Primary - - - - - - Secondary - - - - - - - Comments go here - - - - - wet - - - - - - freshly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - thinly - - - - - SecondaryStructureThickness - - - - - - RockTypeModifier - - - - - - LayerRQD - - % - - - - - - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - - 15 - 30 - 1 - 1 - - undulating to planar - slickensided - - - - joint - - - - - - - - remarks go here - - - 2 - 6 - 4 - 3 - - - - - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - calcite coating - 15 - 30 - 1 - 2 - gypsum - 1 - undulating to planar - rough to striated - 123 - matte - Gradational - joint - 1 - moderately to moderately - 2 - 3.0 - 4.0 - - - - - - - remarks go here - - - 4 - 8 - 6 - 2 - - - - - - - - - BH-34 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - - 15 - 30 - - gypsum - 1 - undulating to planar - rough to striated - - matte - Gradational - joint - moderately to moderately - 3.0 - 4.0 - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 36.00 39.00 - - - - - - - - - - - 12 - 12 - 12 - 1 - - - - - - - - - - - 2 - Natural Ground - - - - - - - 7.5 9.00 - - - - - - - - - N-Value - long - N-Value (Raw) - - - - - 3 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 2 - 0.5 - - - - - 3 - 1 - 0.5 - - - - - - - - - 3 - Natural Ground - - - - - - - 10.0 11.50 - - - - - - - - - N-Value - long - n_value - - - - - 10 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 2 - 0.5 - - - - - 2 - 4 - 0.5 - - - - - 3 - 6 - 0.5 - - - - - - - - - 4 - Natural Ground - - - - - - - 12.5 14.00 - - - - - - - - - N-Value - long - n_value - - - - - 15 - - - - - - - SPT - Automatic - 70 - 5.0 - 1.50 - - - 1 - 3 - 0.5 - - - - - 2 - 6 - 0.5 - - - - - 3 - 9 - 0.5 - - - - - - - - - 5 - Natural Ground - - - - - - - 15.0 16.50 - - - - - - - - - N-Value - long - n_value - - - - - 25 - - - - - - - SPT - Automatic - 70 - 10.0 - 1.50 - - - 1 - 5 - 0.5 - - - - - 2 - 10 - 0.5 - - - - - 3 - 15 - 0.5 - - - - - - - - - 6 - Natural Ground - - - - - - - 17.5 19.00 - - - - - - - - - N-Value - long - n_value - - - - - 0 - - - - - - - SPT - Automatic - 70 - 15.0 - 1.2 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 0 - 0.5 - - - - - 3 - 0 - 0.5 - - - - - - - - - 8 - Natural Ground - - - - - - - 24.5 25.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 1.20 - - - 1 - 9 - 0.5 - - - - - 2 - 12 - 0.5 - - - - - 3 - 50 - 0.2 - - - - - - - - - 9 - Natural Ground - - - - - - - 27.0 27.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.70 - - - 1 - 15 - 0.5 - - - - - 2 - 50 - 0.2 - - - - - - - - - 10 - Natural Ground - - - - - - - 28.0 28.10 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.10 - - - 1 - 50 - 0.1 - - - - - - - - - - WATER CONTENT - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - - 32.00 - - - - - - - - - - ASTM D1234 - CCRL - - - - - sandy lean clay - 1 - - - - wet - - - - - 110 - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 44.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 43.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 12.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 26.10 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 30.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 31.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 29.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 45.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 36.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 36.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 31.80 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.70 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 21.40 - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,31.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 55,39.00,16,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,30.00,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,37,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 2 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 25.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 53,36.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 21,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 44,28.00,16,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 27,,,,, - - - - - - - - - - ASTM D4318-10, Multipoint test - - - - - - - 4 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 50,27,23,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,35.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,14,25,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,27.00,10,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 60,15,45,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 38,32.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 82,22,60,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,32.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 0.0,0,0,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 33,22,11,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,29.00,8,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 34,25,9,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 84,23,61,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 45,36.00,9,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,14,27,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 42,36.00,6,,, - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - LOI - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LOI - double - organic_content - % - - - - - - - - - - - - Approved - - - ASTM D1234 - CCRL - - - - - organic clay - 1A - - - - wet - - - - - - - - - - - LOI - Natural Ground - - - - - - - 4.00 - - - - - - - - - LOI - double - organic_content - % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 2.00 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - pH - double - pH - - - - - - 8.40 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 13.30 - - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - pH - double - pH - - - - - - 6.50 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - resistivity - double - resistivity - - - - - - 1.32 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.52 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.41 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - pH - double - pH - - - - - - 6.60 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - resistivity - double - resistivity - - - - - - 1.33 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.53 - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.42 - - - - - - - - - - - - - - - - - - - - - - - - - - - - PARTICLE SIZE - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 2,,0.10000,0.30000,0.50000,0.60000,GP,Poorly graded gravel,A-1-a,,0.15000,0.85000,5.4,34.6,60.0, - - - - - - - Approved - - - ASTM D422 - CCRL - - - - - Reddish brown poorly graded gravel - 1A - - - - wet - - - - - - - - - - 0.0750 - 22 - - - - - 0.105 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - 0.0200 - 5 - - - - - 0.0400 - 10 - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 0,,,,,,CL,Lean clay,A-6,,,,91.8,8.2,0.0, - - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 92 - - - - - 3.81 - 93 - - - - - 6.35 - 95 - - - - - 10.8 - 97 - - - - - 21.6 - 98 - - - - - 50.8 - 98 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 1,,0.10000,0.20000,,0.30000,SP-SM,Poorly graded sand with silt,,,,,21.9,75.2,2.9,7.9 - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 22 - - - - - 0.106 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - 0,,,,,,CL,Lean clay with sand,A-4,,,,77.5,22.5,0.0, - - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 78 - - - - - 3.81 - 89 - - - - - 6.35 - 94 - - - - - 10.8 - 97 - - - - - 21.6 - 99 - - - - - 50.8 - 100 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 22.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 36 - - - - - 0.106 - 39 - - - - - 0.250 - 68 - - - - - 0.425 - 86 - - - - - 0.850 - 94 - - - - - 2.00 - 97 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 28.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 14 - - - - - 0.106 - 16 - - - - - 0.250 - 32 - - - - - 0.425 - 76 - - - - - 0.850 - 96 - - - - - 2.00 - 99 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 7.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,GP,Poorly graded gravel with sand,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 71 - - - - - 0.106 - 74 - - - - - 0.250 - 96 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 45 - - - - - 0.106 - 50 - - - - - 0.250 - 59 - - - - - 0.425 - 69 - - - - - 0.850 - 82 - - - - - 2.00 - 95 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 34 - - - - - 0.106 - 48 - - - - - 0.250 - 83 - - - - - 0.425 - 86 - - - - - 0.850 - 88 - - - - - 2.00 - 92 - - - - - 4.75 - 97 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 15.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 23 - - - - - 0.106 - 33 - - - - - 0.250 - 97 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 68 - - - - - 0.106 - 92 - - - - - 0.250 - 99 - - - - - 0.425 - 100 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 24.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 48 - - - - - 0.106 - 54 - - - - - 0.250 - 73 - - - - - 0.425 - 82 - - - - - 0.850 - 90 - - - - - 2.00 - 94 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 27.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - - - ,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 11 - - - - - 0.106 - 12 - - - - - 0.250 - 19 - - - - - 0.425 - 40 - - - - - 0.850 - 81 - - - - - 2.00 - 96 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - Compaction Test - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - ASTM D698 - - - - - - - - 1A - - - - - - - - 1 - 12.50 - 100.000 - - - - - - - 2 - 15.50 - 115.500 - - - - - - - 3 - 18.00 - 100.000 - - - - - - - - - - - Compaction Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Density Test - - - laboratory_name - - - Dataforensics - - - - - - - remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 15.00,115.00,100.00 - - - - - - - Approved - - - method xyz - CCRL - - - - - sandy lean clay - 1A - - - - reconstituted - - - - - - - - - - - Density Test - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 13.00,101.70,90.00 - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - Los Angeles Abrasion Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - Los Angeles Percentage Wear - double - aggregate_LA_abrasion_loss - % - - - Los Angeles Coefficient - double - aggregate_la_coefficient - - - Los Angles Wear Ratio - double - aggregate_la_wear_ratio - - - - - 50,15,1 - - - - - - - Final - - - Method 1234 - CCRL - - - - - Hard Limestone - 1A - - - - Specimen Prep - - - - - - - 0.425 - - - - - - - Charge ABC - - - - - - - Slake Durability Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - slake_durability_index - % - - - - - - 95.4 - - - - - - - Final - - - A Method - CCRL - - - - - Some kind of shale - 1A - - - - Spec Prep - - - - - T1 - T2 - 98.7 - Water - - - - - - - - - - - - - - - CBR - Natural Ground - - - - - - - 2.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 15.0,16.0,15.50 - - - - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - 105.00 - 91.30 - - 15.50 - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 110.00 - 95.60 - - 15.50 - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 115.00 - 100.00 - - 15.50 - - - - - - - - Prep - - - - - - - - - - - - remarks go here - - - 1 - - 15.40 - 12.0 - 13.0 - - - - - 2.000 - 1.00 - - - - - 4.000 - 3.00 - - - true - unsoaked - 5 - 2.0 - 15.50 - - - - - - - - - remarks 2 go here - - - 2 - - 15.00 - 13.0 - 14.0 - - - true - unsoaked - 5 - 2.1 - 15.50 - - - - - - - - - remarks 3 go here - - - 3 - - 15.40 - 14.0 - 15.0 - - - true - unsoaked - 5 - 2.2 - 15.50 - - - - - - - - - - CBR - Natural Ground - - - - - - - 4.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 17.0,18.0,19.00 - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - - - - - - - - - - - - - - - - Consolidation Test - - - laboratory_name - - - Dataforensics - - - - - - - Speciemen Swelled after initial consolidatiion - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000, - - - - - - - Final - - - Speciemen Swelled after initial consolidatiion - - - - - ASTM D2435 - CCRL - - - - - sandy lean clay - 1A - - - - 105.50 - 4359.15615639669 - 81.78 - 74.50 - 19.68 - 76 - 29.50 - 1.029 - - - - - 25.00 - - - - - - Specimen remoulded at natural moisture content to specified bulk density. - - - 2.65 - - - OEDOMTER - 1.0 - 10 - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 1 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - Consolidation Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000, - - - - - - - - - - D4546 - - - - - - - - - - - 0.650 - - - - - - 2.65 - - - - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 1 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - - - - - Lab Pocket Pen - - - remarks hp - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Lab Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 15 - - - - - - - - - - - - - - - sandy lean clay - 1A - - - - - - - - - - - Pocket Pen - Natural Ground - - - - - - - 7.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 0.25 - - - - - - - 0.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 10.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.25 - - - - - - - 2.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 17.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 3.50 - - - - - - - 3.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 22.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.50 - - - - - - - 2.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 24.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 1.50 - - - - - - - 1.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 27.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 28.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - - Natural Ground - - - - - - - 4.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 200.00 - - - - - - - - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 12.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 15.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 600.00 - - - - - - - - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - - diff --git a/Instances/20250110 - DIGGS Challenge - 2025-01-22 1227 - Internal - 7a-DIGGS.txt b/Instances/20250110 - DIGGS Challenge - 2025-01-22 1227 - Internal - 7a-DIGGS.txt deleted file mode 100644 index 0bc6ab3f..00000000 --- a/Instances/20250110 - DIGGS Challenge - 2025-01-22 1227 - Internal - 7a-DIGGS.txt +++ /dev/null @@ -1,13729 +0,0 @@ - - - - - 2025-01-22 - - - - - - Not specified in OGC file - - - Generated by Dataforensics from OpenGround - 2025-01-22 - - - - - - - Vendor DIGGS Challenge - 20250110 - DIGGS Challenge - 20250110 - DIGGS Challenge - - - clientele - - - Geo-Institute - - - - - - - project_engineer - - - Jim Halpert - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - - - - - - Somewhere Over the Rainbow - - - - - - - BH-33 - BH-33 - FINAL - - - logger - - - - - - - - - - drilling_contractor - - - - - - - - - - operator - - - - - - - - - - Notes go here - - - Natural Ground - - - - Location description - 1553.2 - 25.00 - R - - - - - 33.854467 -84.247361 318.00 - - - - - - - -84.247361 33.854467 318.00 -84.247361 33.854467 278 - - - - - - lsr_BH-33-lsr - - - - chainage - absolute - ft - - - - - -90 - 0 - - - 2015-06-04T13:32:59 - 2015-06-04T23:34:01 - - - -40.00 - BH - - - - - - - - 0.00 5.00 - - - Concrete - - - - - - - 5.00 14.00 - - - Bentonite - - - - - - - #40 Ottawa Sand - - - - - 14.00 25.00 - - - Sand backfill - - - - - - - 25.00 29.00 - - - Bentonite - - - - - - - #40 Ottawa Sand - - - - - 29.00 35.00 - - - Sand backfill - - - - - - - 35.00 40.00 - - - Concrete - - - - - - - - - - remarks - - - - - 0 30.00 - - - 5 - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - Jim Bob - - - - - - - remarks 1 - - - - - 0.00 30.00 - - - - - 2015-06-04T13:32:59 - 2015-06-04T18:32:59 - - - - - 4.25"" Hollow stem auger - - - - - CME 550 - drill rig - - - - - hollow stem auger - Coring Device - 5.00 - Barrel Type - - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - James Brown - - - - - - - remarks 2 - - - - - 30.00 40.00 - - - - - 2015-06-04T18:32:59 - 2015-06-04T23:32:59 - - - - - NQ - - - - - Arco 9000 - drill rig - - - - - NQ coring - Coring Device - 5.00 - barrel ABC - - - - - - - - Soil Drill Method - - - - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - Rough drilling - - - - - 18.00 20.00 - - - - - - - - - Drill rods chattering - - - - - 24.00 25.00 - - - - - - - sub location 1 - - - Something before drilling - - - - - - - - - sub location 2 - - - Something after drilling - - - - - - - - - - - 1 - - - 0.00 5.00 - - - - 3.0 - 2.0 - 1.00 - - - - - 2 - - - 5.00 10.00 - - - - 46.8 - - - - - - - - - 3.00 6.00 - - - - 3 - 7 - - - - - - - - - 7.00 10.00 - - - - 7 - - - - - - - - - 10.00 12.00 - - - - 4 - - - - - - - - Remarks - - - - - - 30.00 35.00 - - - - 85 - 100 - Brown - - - - - - - - 0 40.00 - - - 4 - - - - - After drilling - - - 2019-06-05T06:00:00 - - - 15.00 - - - - - - - - - At time of drilling - - - 2015-06-04T13:47:48 - - - 19.00 - - - - - - - - - At time of drilling - - - 2015-06-04T13:50:26 - - - 15.00 - - - - - - - - - End of drilling - - - 2015-06-04T23:47:36 - - - 13.00 - - - - - - - - - - - BH-34 - BH-34 - FINAL - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Davis - - - - - - - Notes go here - - - Natural Ground - - - - 1000.0 - 25.00 - R - - - - - 33.854711 -84.247407 320.00 - - - - - - - -84.247407 33.854711 320.00 -84.247407 33.854711 280 - - - - - - lsr_BH-34-lsr - - - - chainage - absolute - ft - - - - - -90 - - - 2015-06-04T13:32:59 - 2015-06-04T13:34:01 - - - 40.00 - BH - - - - - - - 0 15.00 - - - 3 - - - - - - - Soil Drill Method - - - 4-1/4"" Hollow stem auger - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - NQ - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - - - - - - - A - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 1 - - - Ground Water - - - - -84.247361 33.854467 319.00 - - - - - - -84.247361 33.854467 319.00 -84.247361 33.854467 294 - - - - - - - - Remarks 2 - - - - - 15.00 25.00 - - - 2 - PVC - - - - - - - Remarks 1 - - - - - -0.50 15.00 - - - 2 - PVC - - - 25 - - - - - B - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 2 - - - Ground Water - - - - -84.247361 33.854467 318.50 - - - - - - -84.247361 33.854467 318.50 -84.247361 33.854467 283.5 - - - - - - - - Remarks 4 - - - - - 30.00 35.00 - - - 3 - PVC - - - - - - - Remarks 3 - - - - - -1.00 30.00 - - - 3 - PVC - - - 35 - - - - - - - - 7 - - - - - - Natural Ground - - - - - 22.00 24.00 - - - collect - - - - - 22.00 24.00 - - - - - - - - - SH - - - 2.00 - - - - - - R-1 - - - - - - Natural Ground - - - - - 30.00 35.00 - - - collect - 3.00 - - - - - 30.00 35.00 - - - - - - - - - RC - - - 2.00 - 5.00 - - - - - - R-2 - - - - - - Natural Ground - - - - - 35.00 40.00 - - - collect - 2.00 - - - - - 35.00 40.00 - - - - - - - - - RC - - - 1.00 - 4.00 - - - - - - 2 - Natural Ground - - - - - 7.5 9.00 - - - collect - - - - - 7.50 9.00 - - - - - - - SPT - - - 1.50 - - - - - 3 - Natural Ground - - - - - 10.0 11.50 - - - collect - - - - - 10.00 11.00 - - - - - - - - - 11.00 11.50 - - - - - - - SPT - - - 1.40 - - - - - 4 - Natural Ground - - - - - 12.5 14.00 - - - collect - - - - - 12.50 14.00 - - - - - - - SPT - - - 1.30 - - - - - 5 - Natural Ground - - - - - 15.0 16.50 - - - collect - - - - - 15.00 16.50 - - - - - - - SPT - - - 1.00 - - - - - 6 - Natural Ground - - - - - 17.5 19.00 - - - collect - - - - - 17.50 19.00 - - - - - - - SPT - - - 0.90 - - - - - 8 - Natural Ground - - - - - 24.5 25.70 - - - collect - - - - - 24.50 25.00 - - - - - - - - - 25.00 25.70 - - - - - - - SPT - - - 1.00 - - - - - 9 - Natural Ground - - - - - 27.0 27.70 - - - collect - - - - - 27.00 27.70 - - - - - - - SPT - - - 0.50 - - - - - 10 - Natural Ground - - - - - 28.0 28.10 - - - collect - - - - - 28.00 28.10 - - - - - - - SPT - - - 0.10 - - - - - - 1 - Natural Ground - - - - - 2.00 3.00 - - - none - - - - - 2.00 3.00 - - - - - - - AU - - - - - - - - 1 - Natural Ground - - - - - 4.00 5.00 - - - none - - - - - 4.00 5.00 - - - - - - - AU - - - - - - - - R-1 - Natural Ground - - - - - 30.00 35.00 - - - none - - - - - 30.00 35.00 - - - - - - - RC - - - - - - - - R-2 - Natural Ground - - - - - 35.00 40.00 - - - none - - - - - 35.00 40.00 - - - - - - - RC - - - - - - - - 7 - Natural Ground - - - - - 22.00 24.00 - - - none - - - - - 22.00 24.00 - - - - - - - SH - - - - - - - - 10 - Natural Ground - - - - - 28.00 28.10 - - - none - - - - - 28.00 28.10 - - - - - - - SS - - - - - - - - 2 - Natural Ground - - - - - 7.50 9.00 - - - none - - - - - 7.50 9.00 - - - - - - - SS - - - - - - - - 3 - Natural Ground - - - - - 10.00 11.50 - - - none - - - - - 10.00 11.50 - - - - - - - SS - - - - - - - - 4 - Natural Ground - - - - - 12.50 14.00 - - - none - - - - - 12.50 14.00 - - - - - - - SS - - - - - - - - 5 - Natural Ground - - - - - 15.00 16.50 - - - none - - - - - 15.00 16.50 - - - - - - - SS - - - - - - - - 6 - Natural Ground - - - - - 17.50 19.00 - - - none - - - - - 17.50 19.00 - - - - - - - SS - - - - - - - - 8 - Natural Ground - - - - - 24.50 25.70 - - - none - - - - - 24.50 25.70 - - - - - - - SS - - - - - - - - 9 - Natural Ground - - - - - 27.00 27.70 - - - none - - - - - 27.00 27.70 - - - - - - - SS - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3A - - - - - - - - - - - - - - - - - - - 3B - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8A - - - - - - - - - - - - - - - - - - - 8B - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3 - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - - uscs - - - - - 0.0 0.5 - - - true - - - asphalt - Asphalt - Asphalt - surficial - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.5 3.0 - - - false - - - Poorly graded gravel with sand, Cobbles and Boulders - POORLY GRADED GRAVEL WITH SAND, COBBLES AND BOULDERS (GP); mostly fine to medium very hard subrounded flat GRAVEL; some fine hard well rounded elongated sand; few low plasticity fines; about 7% cobbles by vol., angular, hard, elongated; about 5% boulders by vol., subangular, very hard, flat; dark brownish black and light grayish brown, moist to wet, medium dense, stratified, trace ferrous nodules, trace construction debris, trace manganese, no odor, moderate cementation, iron oxide staining, max size = 3 in., Something else goes here, FILL - XX - GP - soil - - - - dark brownish black - - - dark - brownish - black - - - primary - - - - - light grayish brown - - - light - grayish - brown - - - and - - - - - - - - - - ferrous nodules - trace - - - - - construction debris - trace - - - - - manganese - trace - - - - - - - - - Something else goes here - - - medium dense - moderate - moist to wet - no - - - - - 3 - - - - - poorly graded - weak - stratified - iron oxide - - - - - - - - - - - gravel - - - subrounded - very hard - flat - fine to medium - - - - - 60 - - - - - - - - boulder - - - subangular - very hard - flat - - - - - - 5 - - - - - - - - cobble - - - angular - hard - elongated - - - - - 7 - - - - - - - - - fines - - - low - - - - - 10 - - - - - - - - sand - - - well rounded - hard - elongated - fine - - - - - 30 - - - - fill - Unit A - - - - - - - - 3.0 11.0 - - - true - - - Lean clay - LEAN CLAY (CL); mostly low plasticity FINES no dilatancy; dark brown, moist, medium stiff to stiff, varved, FILL - CL - CL - soil - - - - dark brown - - - dark - brown - - - primary - - - - - - - - - - - - medium stiff to stiff - moist - varved - - - fines - clay - - - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - no - low - - - - - 100 - - - - - - - - sand - - - - - - - 0 - - - - fill - Unit A - - - - - - - - 11.0 17.5 - - - true - - - Poorly graded sand - POORLY GRADED SAND (SP); mostly rounded SAND; light brown, moist, loose to medium dense, trace silt, hydrocarbon odor, ALLUVIUM - SP - SP - soil - - - - light brown - - - light - brown - - - primary - - - - - - - - - - silt - trace - - - - - - - loose to medium dense - moist - hydrocarbon - poorly graded - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - - - - - 10 - - - - - - - - sand - - - rounded - - - - - 90 - - - - alluvium - Unit A - - - - - - - - 17.5 25.0 - - - true - - - Lean clay - LEAN CLAY (CL); mostly medium plasticity FINES; dark brown, moist to wet, very stiff to very hard, iron oxide staining, ALLUVIUM - CL - CL - soil - - - - dark brown - - - dark - brown - - - primary - - - - - - - - - - - - very stiff to very hard - moist to wet - iron oxide - - - fines - clay - - - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - medium - - - - - 100 - - - - - - - - sand - - - - - - - 0 - - - - alluvium - Unit A - - - - - - 19.0 - - - becoming gray - - - - - - - - - 25.0 30.0 - - - true - - - Fat clay - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - CH - CH - soil - - - - dark red - - - dark - red - - - primary - - - - - - - - - - - - very dense - poorly graded - - - fines - clay - - - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - high - - - - - 90 - - - - - - - - sand - - - fine - - - - - 10 - - - - alluvium - Unit B - - - - - - 26.0 27.0 - - - becoming wet - - - - - - - - - - - BH-33 - - - ROCK - - - - - - 30.0 34.0 - - - true - - - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - Limestone - rock - - - - - - - - limestone - primary - - - - - sandstone - secondary - - - - - calcareous - tertiary - - - - - - - - - - - 0 to 15 - - wet - - very fine grained to medium grained sand - no - medium - strong to very strong - moderately to highly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - very thinly - - - - - SecondaryStructureThickness - - - - - - - - - - - - 33.0 - - - becoming vuggy - - - - - - - - - 34.0 40.0 - - - true - - - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - Shale - rock - - - - - - - - limestone - primary - - - - - - secondary - - - - - - tertiary - - - - - - - - Comments go here - - - - - wet - - - - - - freshly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - thinly - - - - - SecondaryStructureThickness - - - - - - - - - - - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - - 15 - 30 - 1 - 1 - - undulating to planar - slickensided - - - - joint - - - - - - - - remarks go here - - - 2 - 6 - 4 - 3 - - - - - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - calcite coating - 15 - 30 - 1 - 2 - gypsum - 1 - undulating to planar - rough to striated - 123 - matte - Gradational - joint - 1 - moderately to moderately - 2 - 3.0 - 4.0 - - - - - - - remarks go here - - - 4 - 8 - 6 - 2 - - - - - - - - - BH-34 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - - 15 - 30 - - gypsum - 1 - undulating to planar - rough to striated - - matte - Gradational - joint - moderately to moderately - 3.0 - 4.0 - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 36.00 39.00 - - - - - - - - - - - 12 - 12 - 12 - 1 - - - - - - - - - - - 2 - Natural Ground - - - - - - - 7.5 9.00 - - - - - - - - - N-Value - long - n_value - - - - - 3 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 2 - 0.5 - - - - - 3 - 1 - 0.5 - - - - - - - - - 3 - Natural Ground - - - - - - - 10.0 11.50 - - - - - - - - - N-Value - long - n_value - - - - - 10 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 2 - 0.5 - - - - - 2 - 4 - 0.5 - - - - - 3 - 6 - 0.5 - - - - - - - - - 4 - Natural Ground - - - - - - - 12.5 14.00 - - - - - - - - - N-Value - long - n_value - - - - - 15 - - - - - - - SPT - Automatic - 70 - 5.0 - 1.50 - - - 1 - 3 - 0.5 - - - - - 2 - 6 - 0.5 - - - - - 3 - 9 - 0.5 - - - - - - - - - 5 - Natural Ground - - - - - - - 15.0 16.50 - - - - - - - - - N-Value - long - n_value - - - - - 25 - - - - - - - SPT - Automatic - 70 - 10.0 - 1.50 - - - 1 - 5 - 0.5 - - - - - 2 - 10 - 0.5 - - - - - 3 - 15 - 0.5 - - - - - - - - - 6 - Natural Ground - - - - - - - 17.5 19.00 - - - - - - - - - N-Value - long - n_value - - - - - 0 - - - - - - - SPT - Automatic - 70 - 15.0 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 0 - 0.5 - - - - - 3 - 0 - 0.5 - - - - - - - - - 8 - Natural Ground - - - - - - - 24.5 25.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 1.20 - - - 1 - 9 - 0.5 - - - - - 2 - 12 - 0.5 - - - - - 3 - 50 - 0.2 - - - - - - - - - 9 - Natural Ground - - - - - - - 27.0 27.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.70 - - - 1 - 15 - 0.5 - - - - - 2 - 50 - 0.2 - - - - - - - - - 10 - Natural Ground - - - - - - - 28.0 28.10 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.10 - - - 1 - 50 - 0.1 - - - - - - - - - - WATER CONTENT - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - - 32.00 - - - - - - - - - ASTM D1234 - CCRL - - - - - sandy lean clay - 1 - - - - wet - - - - - 110 - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 44.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 43.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 12.80 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 26.10 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 30.20 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 31.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 29.40 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 45.80 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 36.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 36.40 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.20 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 31.80 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.70 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 21.40 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,31.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 55,39.00,16,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,30.00,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,37,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 2 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 25.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 53,36.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 21,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 44,28.00,16,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 27,,,,, - - - - - - - - - ASTM D4318-10, Multipoint test - - - - - - - 4 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 50,27,23,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,35.00,6,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,14,25,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,27.00,10,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 60,15,45,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 38,32.00,6,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 82,22,60,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,32.00,7,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 0.0,0,0,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 33,22,11,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,29.00,8,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 34,25,9,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 84,23,61,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 45,36.00,9,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,14,27,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 42,36.00,6,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - LOI - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LOI - double - LOI - % - - - - - - - - - - - - Approved - - - ASTM D1234 - CCRL - - - - - organic clay - 1A - - - - wet - - - - - - - - - - - LOI - Natural Ground - - - - - - - 4.00 - - - - - - - - - LOI - double - LOI - % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 2.00 - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - pH - double - pH - - - - - - 8.40 - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 13.30 - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - pH - double - pH - - - - - - 6.50 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.52 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.41 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - pH - double - pH - - - - - - 6.60 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.53 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.42 - - - - - - - - - - - - - - - - - - - - - - - - - - - PARTICLE SIZE - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 2,,0.10000,0.30000,0.50000,0.60000,GP,Poorly graded gravel,A-1-a,,0.15000,0.85000,5.4,34.6,60.0,,,2.0 - - - - - - - Approved - - - ASTM D422 - CCRL - - - - - Reddish brown poorly graded gravel - 1A - - - - wet - - - - - - - - - - 0.0750 - 22 - - - - - 0.105 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - 0.0200 - 5 - - - - - 0.0400 - 10 - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 0,,,,,,CL,Lean clay,A-6,,,,91.8,8.2,0.0,,,0.0 - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 92 - - - - - 3.81 - 93 - - - - - 6.35 - 95 - - - - - 10.8 - 97 - - - - - 21.6 - 98 - - - - - 50.8 - 98 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 1,,0.10000,0.20000,,0.30000,SP-SM,Poorly graded sand with silt,,,,,21.9,75.2,2.9,7.9,14.0, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 22 - - - - - 0.106 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 0,,,,,,CL,Lean clay with sand,A-4,,,,77.5,22.5,0.0,,,0.0 - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 78 - - - - - 3.81 - 89 - - - - - 6.35 - 94 - - - - - 10.8 - 97 - - - - - 21.6 - 99 - - - - - 50.8 - 100 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 22.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 36 - - - - - 0.106 - 39 - - - - - 0.250 - 68 - - - - - 0.425 - 86 - - - - - 0.850 - 94 - - - - - 2.00 - 97 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 28.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 14 - - - - - 0.106 - 16 - - - - - 0.250 - 32 - - - - - 0.425 - 76 - - - - - 0.850 - 96 - - - - - 2.00 - 99 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 7.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,GP,Poorly graded gravel with sand,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 71 - - - - - 0.106 - 74 - - - - - 0.250 - 96 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 45 - - - - - 0.106 - 50 - - - - - 0.250 - 59 - - - - - 0.425 - 69 - - - - - 0.850 - 82 - - - - - 2.00 - 95 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 34 - - - - - 0.106 - 48 - - - - - 0.250 - 83 - - - - - 0.425 - 86 - - - - - 0.850 - 88 - - - - - 2.00 - 92 - - - - - 4.75 - 97 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 15.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 23 - - - - - 0.106 - 33 - - - - - 0.250 - 97 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 68 - - - - - 0.106 - 92 - - - - - 0.250 - 99 - - - - - 0.425 - 100 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 24.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 48 - - - - - 0.106 - 54 - - - - - 0.250 - 73 - - - - - 0.425 - 82 - - - - - 0.850 - 90 - - - - - 2.00 - 94 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 27.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 11 - - - - - 0.106 - 12 - - - - - 0.250 - 19 - - - - - 0.425 - 40 - - - - - 0.850 - 81 - - - - - 2.00 - 96 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - - Compaction Test - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - ASTM D698 - - - - - - - - 1A - - - - - - - - - - remarks - - - 1 - 12.50 - 100.000 - - - - - - - - - remarks2 - - - 2 - 15.50 - 115.500 - - - - - - - - - remarks3 - - - 3 - 18.00 - 100.000 - - - - - - - - - - - Compaction Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Density Test - - - laboratory_name - - - Dataforensics - - - - - - - remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 15.00,115.00,100.00 - - - - - - - Approved - - - method xyz - CCRL - - - - - sandy lean clay - 1A - - - - reconstituted - - - - - - - - - - - Density Test - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 13.00,101.70,90.00 - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - Los Angeles Abrasion Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - Los Angeles Percentage Wear - double - aggregate_LA_abrasion_loss - % - - - Los Angeles Coefficient - double - aggregate_la_coefficient - - - Los Angles Wear Ratio - double - aggregate_la_wear_ratio - - - - - 50,15,1 - - - - - - - Final - - - Method 1234 - CCRL - - - - - Hard Limestone - 1A - - - - Specimen Prep - - - - - - - 0.425 - - - - - - - Charge ABC - - - - - - - Slake Durability Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - slake_durability_index - % - - - - - - 95.4 - - - - - - - Final - - - A Method - CCRL - - - - - Some kind of shale - 1A - - - - Spec Prep - - - - - T1 - T2 - 98.7 - Water - - - - - - - - - - - - - - - CBR - Natural Ground - - - - - - - 2.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 15.0,16.0,15.50 - - - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - 105.00 - 91.30 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 110.00 - 95.60 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 115.00 - 100.00 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - - remarks go here - - - 1 - - 15.40 - 12.0 - 13.0 - - - - - 2.000 - 1.00 - - - - - 4.000 - 3.00 - - - true - unsoaked - 5 - 2.0 - 15.50 - - - - - - - - - remarks 2 go here - - - 2 - - 15.00 - 13.0 - 14.0 - - - true - unsoaked - 5 - 2.1 - 15.50 - - - - - - - - - remarks 3 go here - - - 3 - - 15.40 - 14.0 - 15.0 - - - true - unsoaked - 5 - 2.2 - 15.50 - - - - - - - - - - CBR - Natural Ground - - - - - - - 4.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 17.0,18.0,19.00 - - - - - - - - - - - - - - - - - - - - - - 1A - - - - - - - - - - - - - - - - - - - Consolidation Test - - - laboratory_name - - - Dataforensics - - - - - - - Speciemen Swelled after initial consolidatiion - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000 - - - - - - - Final - - - Speciemen Swelled after initial consolidatiion - - - - - ASTM D2435 - CCRL - - - - - sandy lean clay - 1A - - - - 105.50 - 4359.15615639669 - 81.78 - 74.50 - 19.68 - 76 - 29.50 - 1.029 - - - - - 25.00 - - - - - - Specimen remoulded at natural moisture content to specified bulk density. - - - 2.65 - - - OEDOMTER - 1.0 - 10 - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 5.50 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - Consolidation Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000 - - - - - - - - - D4546 - - - - - - - - - - - 0.650 - - - - - - - - 2.65 - - - - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 5.50 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - - - - - Lab Pocket Pen - - - remarks hp - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Lab Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 15 - - - - - - - - - - - - - - - sandy lean clay - 1A - - - - - - - - - - - Pocket Pen - Natural Ground - - - - - - - 7.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 0.25 - - - - - - - 0.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 10.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.25 - - - - - - - 2.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 17.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 3.50 - - - - - - - 3.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 22.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.50 - - - - - - - 2.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 24.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 1.50 - - - - - - - 1.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 27.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 28.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - - Lab Resistivity - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Lab Resistivity - double - resistivity - ohm.m - - - - - 1 - - - - - - - Approved - - - ASTM D1111 - CCRL - - - - - 20 - - - - - sandy lean clay - 1A - - - - - 115.00 - 4 - 100.00 - 3 - 4 - 15.00 - - - - - prepped - - - - - - - - - - - - - Specific Gravity - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Specific Gravity - double - specific_gravity_solids - - - - - 2.64 - - - - - - - Approved - - - - - - - - - Sandy lean clay - 1A - - - - - - - - - - Specific Gravity - Natural Ground - - - - - - - 4.00 - - - - - - - - - Specific Gravity - double - specific_gravity_solids - - - - - 2.65 - - - - - - - - - - - - - - - - - - - - - - - - - - - Natural Ground - - - - - - - 4.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 200.00 - - - - - - - - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 12.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 15.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 600.00 - - - - - - - - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - Point Load Test - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - - 30.00 - - - - - - - - - - double - Is - tonf[US]/ft2 - - - - double - Is50 - tonf[US]/ft2 - - - - - 1.0,1.3 - - - - - - - Approved - - - ASTM 12345 - CCRL - - - - - limestone - R-1A - - - - prepped - - - - - diametral - - - - - - - Point Load Test - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - - 30.00 - - - - - - - - - - double - Is - tonf[US]/ft2 - - - - double - Is50 - tonf[US]/ft2 - - - - - 1.5,1.6 - - - - - - - - - ASTM 12345 - CCRL - - - - - limestone - R-1B - - - - axial - - - - - - - diff --git a/Instances/20250110 - DIGGS Challenge - 2025-01-22 1227 - Internal - 7a-DIGGS.xml b/Instances/20250110 - DIGGS Challenge - 2025-01-22 1227 - Internal - 7a-DIGGS.xml deleted file mode 100644 index 87dab284..00000000 --- a/Instances/20250110 - DIGGS Challenge - 2025-01-22 1227 - Internal - 7a-DIGGS.xml +++ /dev/null @@ -1,13729 +0,0 @@ - - - - - 2025-01-22 - - - - - - Not specified in OGC file - - - Generated by Dataforensics from OpenGround - 2025-01-22 - - - - - - - Vendor DIGGS Challenge - 20250110 - DIGGS Challenge - 20250110 - DIGGS Challenge - - - clientele - - - Geo-Institute - - - - - - - project_engineer - - - Jim Halpert - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - - - - - - Somewhere Over the Rainbow - - - - - - - BH-33 - BH-33 - FINAL - - - logger - - - - - - - - - - drilling_contractor - - - - - - - - - - operator - - - - - - - - - - Notes go here - - - Natural Ground - - - - Location description - 1553.2 - 25.00 - R - - - - - 33.854467 -84.247361 318.00 - - - - - - - -84.247361 33.854467 318.00 -84.247361 33.854467 278 - - - - - - lsr_BH-33-lsr - - - - chainage - absolute - ft - - - - - -90 - 0 - - - 2015-06-04T13:32:59 - 2015-06-04T23:34:01 - - - -40.00 - BH - - - - - - - - 0.00 5.00 - - - Concrete - - - - - - - 5.00 14.00 - - - Bentonite - - - - - - - #40 Ottawa Sand - - - - - 14.00 25.00 - - - Sand backfill - - - - - - - 25.00 29.00 - - - Bentonite - - - - - - - #40 Ottawa Sand - - - - - 29.00 35.00 - - - Sand backfill - - - - - - - 35.00 40.00 - - - Concrete - - - - - - - - - - remarks - - - - - 0 30.00 - - - 5 - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - Jim Bob - - - - - - - remarks 1 - - - - - 0.00 30.00 - - - - - 2015-06-04T13:32:59 - 2015-06-04T18:32:59 - - - - - 4.25"" Hollow stem auger - - - - - CME 550 - drill rig - - - - - hollow stem auger - Coring Device - 5.00 - Barrel Type - - - - - - - Hole Info At Depth - - - logger - - - 2015-06-04T18:32:59 - - - - - Scott Deaton - - - - - - - drilling_contractor - - - Big Dog Drillers - - - - - - - operator - - - James Brown - - - - - - - remarks 2 - - - - - 30.00 40.00 - - - - - 2015-06-04T18:32:59 - 2015-06-04T23:32:59 - - - - - NQ - - - - - Arco 9000 - drill rig - - - - - NQ coring - Coring Device - 5.00 - barrel ABC - - - - - - - - Soil Drill Method - - - - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - Rough drilling - - - - - 18.00 20.00 - - - - - - - - - Drill rods chattering - - - - - 24.00 25.00 - - - - - - - sub location 1 - - - Something before drilling - - - - - - - - - sub location 2 - - - Something after drilling - - - - - - - - - - - 1 - - - 0.00 5.00 - - - - 3.0 - 2.0 - 1.00 - - - - - 2 - - - 5.00 10.00 - - - - 46.8 - - - - - - - - - 3.00 6.00 - - - - 3 - 7 - - - - - - - - - 7.00 10.00 - - - - 7 - - - - - - - - - 10.00 12.00 - - - - 4 - - - - - - - - Remarks - - - - - - 30.00 35.00 - - - - 85 - 100 - Brown - - - - - - - - 0 40.00 - - - 4 - - - - - After drilling - - - 2019-06-05T06:00:00 - - - 15.00 - - - - - - - - - At time of drilling - - - 2015-06-04T13:47:48 - - - 19.00 - - - - - - - - - At time of drilling - - - 2015-06-04T13:50:26 - - - 15.00 - - - - - - - - - End of drilling - - - 2015-06-04T23:47:36 - - - 13.00 - - - - - - - - - - - BH-34 - BH-34 - FINAL - - - logger - - - Shaoshuai Gong - - - - - - - drilling_contractor - - - ABC Drilling - - - - - - - operator - - - Jim Davis - - - - - - - Notes go here - - - Natural Ground - - - - 1000.0 - 25.00 - R - - - - - 33.854711 -84.247407 320.00 - - - - - - - -84.247407 33.854711 320.00 -84.247407 33.854711 280 - - - - - - lsr_BH-34-lsr - - - - chainage - absolute - ft - - - - - -90 - - - 2015-06-04T13:32:59 - 2015-06-04T13:34:01 - - - 40.00 - BH - - - - - - - 0 15.00 - - - 3 - - - - - - - Soil Drill Method - - - 4-1/4"" Hollow stem auger - Soil Drill - - - - - CME 1100 - Drill Rig - - - - - - - Rock Core Method - - - NQ - Rock Core - - - - - CME 1100 - Drill Rig - - - - - - - - - - - - - - - - A - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 1 - - - Ground Water - - - - -84.247361 33.854467 319.00 - - - - - - -84.247361 33.854467 319.00 -84.247361 33.854467 294 - - - - - - - - Remarks 2 - - - - - 15.00 25.00 - - - 2 - PVC - - - - - - - Remarks 1 - - - - - -0.50 15.00 - - - 2 - PVC - - - 25 - - - - - B - - - drilling_contractor - - - Big Dog Wellers - - - - - - - Remarks 2 - - - Ground Water - - - - -84.247361 33.854467 318.50 - - - - - - -84.247361 33.854467 318.50 -84.247361 33.854467 283.5 - - - - - - - - Remarks 4 - - - - - 30.00 35.00 - - - 3 - PVC - - - - - - - Remarks 3 - - - - - -1.00 30.00 - - - 3 - PVC - - - 35 - - - - - - - - 7 - - - - - - Natural Ground - - - - - 22.00 24.00 - - - collect - - - - - 22.00 24.00 - - - - - - - - - SH - - - 2.00 - - - - - - R-1 - - - - - - Natural Ground - - - - - 30.00 35.00 - - - collect - 3.00 - - - - - 30.00 35.00 - - - - - - - - - RC - - - 2.00 - 5.00 - - - - - - R-2 - - - - - - Natural Ground - - - - - 35.00 40.00 - - - collect - 2.00 - - - - - 35.00 40.00 - - - - - - - - - RC - - - 1.00 - 4.00 - - - - - - 2 - Natural Ground - - - - - 7.5 9.00 - - - collect - - - - - 7.50 9.00 - - - - - - - SPT - - - 1.50 - - - - - 3 - Natural Ground - - - - - 10.0 11.50 - - - collect - - - - - 10.00 11.00 - - - - - - - - - 11.00 11.50 - - - - - - - SPT - - - 1.40 - - - - - 4 - Natural Ground - - - - - 12.5 14.00 - - - collect - - - - - 12.50 14.00 - - - - - - - SPT - - - 1.30 - - - - - 5 - Natural Ground - - - - - 15.0 16.50 - - - collect - - - - - 15.00 16.50 - - - - - - - SPT - - - 1.00 - - - - - 6 - Natural Ground - - - - - 17.5 19.00 - - - collect - - - - - 17.50 19.00 - - - - - - - SPT - - - 0.90 - - - - - 8 - Natural Ground - - - - - 24.5 25.70 - - - collect - - - - - 24.50 25.00 - - - - - - - - - 25.00 25.70 - - - - - - - SPT - - - 1.00 - - - - - 9 - Natural Ground - - - - - 27.0 27.70 - - - collect - - - - - 27.00 27.70 - - - - - - - SPT - - - 0.50 - - - - - 10 - Natural Ground - - - - - 28.0 28.10 - - - collect - - - - - 28.00 28.10 - - - - - - - SPT - - - 0.10 - - - - - - 1 - Natural Ground - - - - - 2.00 3.00 - - - none - - - - - 2.00 3.00 - - - - - - - AU - - - - - - - - 1 - Natural Ground - - - - - 4.00 5.00 - - - none - - - - - 4.00 5.00 - - - - - - - AU - - - - - - - - R-1 - Natural Ground - - - - - 30.00 35.00 - - - none - - - - - 30.00 35.00 - - - - - - - RC - - - - - - - - R-2 - Natural Ground - - - - - 35.00 40.00 - - - none - - - - - 35.00 40.00 - - - - - - - RC - - - - - - - - 7 - Natural Ground - - - - - 22.00 24.00 - - - none - - - - - 22.00 24.00 - - - - - - - SH - - - - - - - - 10 - Natural Ground - - - - - 28.00 28.10 - - - none - - - - - 28.00 28.10 - - - - - - - SS - - - - - - - - 2 - Natural Ground - - - - - 7.50 9.00 - - - none - - - - - 7.50 9.00 - - - - - - - SS - - - - - - - - 3 - Natural Ground - - - - - 10.00 11.50 - - - none - - - - - 10.00 11.50 - - - - - - - SS - - - - - - - - 4 - Natural Ground - - - - - 12.50 14.00 - - - none - - - - - 12.50 14.00 - - - - - - - SS - - - - - - - - 5 - Natural Ground - - - - - 15.00 16.50 - - - none - - - - - 15.00 16.50 - - - - - - - SS - - - - - - - - 6 - Natural Ground - - - - - 17.50 19.00 - - - none - - - - - 17.50 19.00 - - - - - - - SS - - - - - - - - 8 - Natural Ground - - - - - 24.50 25.70 - - - none - - - - - 24.50 25.70 - - - - - - - SS - - - - - - - - 9 - Natural Ground - - - - - 27.00 27.70 - - - none - - - - - 27.00 27.70 - - - - - - - SS - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3A - - - - - - - - - - - - - - - - - - - 3B - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8A - - - - - - - - - - - - - - - - - - - 8B - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - R-1 - - - - - - - - - - - - - - - - - - - R-2 - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - 10 - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - 3 - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - - - - - - - - - - - - uscs - - - - - 0.0 0.5 - - - true - - - asphalt - Asphalt - Asphalt - surficial - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.5 3.0 - - - false - - - Poorly graded gravel with sand, Cobbles and Boulders - POORLY GRADED GRAVEL WITH SAND, COBBLES AND BOULDERS (GP); mostly fine to medium very hard subrounded flat GRAVEL; some fine hard well rounded elongated sand; few low plasticity fines; about 7% cobbles by vol., angular, hard, elongated; about 5% boulders by vol., subangular, very hard, flat; dark brownish black and light grayish brown, moist to wet, medium dense, stratified, trace ferrous nodules, trace construction debris, trace manganese, no odor, moderate cementation, iron oxide staining, max size = 3 in., Something else goes here, FILL - XX - GP - soil - - - - dark brownish black - - - dark - brownish - black - - - primary - - - - - light grayish brown - - - light - grayish - brown - - - and - - - - - - - - - - ferrous nodules - trace - - - - - construction debris - trace - - - - - manganese - trace - - - - - - - - - Something else goes here - - - medium dense - moderate - moist to wet - no - - - - - 3 - - - - - poorly graded - weak - stratified - iron oxide - - - - - - - - - - - gravel - - - subrounded - very hard - flat - fine to medium - - - - - 60 - - - - - - - - boulder - - - subangular - very hard - flat - - - - - - 5 - - - - - - - - cobble - - - angular - hard - elongated - - - - - 7 - - - - - - - - - fines - - - low - - - - - 10 - - - - - - - - sand - - - well rounded - hard - elongated - fine - - - - - 30 - - - - fill - Unit A - - - - - - - - 3.0 11.0 - - - true - - - Lean clay - LEAN CLAY (CL); mostly low plasticity FINES no dilatancy; dark brown, moist, medium stiff to stiff, varved, FILL - CL - CL - soil - - - - dark brown - - - dark - brown - - - primary - - - - - - - - - - - - medium stiff to stiff - moist - varved - - - fines - clay - - - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - no - low - - - - - 100 - - - - - - - - sand - - - - - - - 0 - - - - fill - Unit A - - - - - - - - 11.0 17.5 - - - true - - - Poorly graded sand - POORLY GRADED SAND (SP); mostly rounded SAND; light brown, moist, loose to medium dense, trace silt, hydrocarbon odor, ALLUVIUM - SP - SP - soil - - - - light brown - - - light - brown - - - primary - - - - - - - - - - silt - trace - - - - - - - loose to medium dense - moist - hydrocarbon - poorly graded - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - - - - - 10 - - - - - - - - sand - - - rounded - - - - - 90 - - - - alluvium - Unit A - - - - - - - - 17.5 25.0 - - - true - - - Lean clay - LEAN CLAY (CL); mostly medium plasticity FINES; dark brown, moist to wet, very stiff to very hard, iron oxide staining, ALLUVIUM - CL - CL - soil - - - - dark brown - - - dark - brown - - - primary - - - - - - - - - - - - very stiff to very hard - moist to wet - iron oxide - - - fines - clay - - - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - medium - - - - - 100 - - - - - - - - sand - - - - - - - 0 - - - - alluvium - Unit A - - - - - - 19.0 - - - becoming gray - - - - - - - - - 25.0 30.0 - - - true - - - Fat clay - FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM - CH - CH - soil - - - - dark red - - - dark - red - - - primary - - - - - - - - - - - - very dense - poorly graded - - - fines - clay - - - - - - - - - - - - - gravel - - - - - - - 0 - - - - - - - - - - - fines - - - high - - - - - 90 - - - - - - - - sand - - - fine - - - - - 10 - - - - alluvium - Unit B - - - - - - 26.0 27.0 - - - becoming wet - - - - - - - - - - - BH-33 - - - ROCK - - - - - - 30.0 34.0 - - - true - - - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - Limestone - rock - - - - - - - - limestone - primary - - - - - sandstone - secondary - - - - - calcareous - tertiary - - - - - - - - - - - 0 to 15 - - wet - - very fine grained to medium grained sand - no - medium - strong to very strong - moderately to highly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - very thinly - - - - - SecondaryStructureThickness - - - - - - - - - - - - 33.0 - - - becoming vuggy - - - - - - - - - 34.0 40.0 - - - true - - - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - Shale - rock - - - - - - - - limestone - primary - - - - - - secondary - - - - - - tertiary - - - - - - - - Comments go here - - - - - wet - - - - - - freshly - bedded - - - - LocalName - - - - - - GeologicFormation - - - - - - Staining - - - - - - Mineralogy - - - - - - LithologyDescription - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here - - - - - PrimaryEngineeringContact - - - - - - SecondaryEngineeringContact - - - - - - PrimaryGeologicContact - - - - - - SecondaryGeologicContact - - - - - - PrimarySedimentaryStructure - - - - - - SecondarySedimentaryStructure - - - - - - PrimaryVoid - - - - - - SecondaryVoid - - - - - - VoidDiameter - - - - - - VoidDiameterMax - - - - - - StructureThickness - thinly - - - - - SecondaryStructureThickness - - - - - - - - - - - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - - 15 - 30 - 1 - 1 - - undulating to planar - slickensided - - - - joint - - - - - - - - remarks go here - - - 2 - 6 - 4 - 3 - - - - - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - calcite coating - 15 - 30 - 1 - 2 - gypsum - 1 - undulating to planar - rough to striated - 123 - matte - Gradational - joint - 1 - moderately to moderately - 2 - 3.0 - 4.0 - - - - - - - remarks go here - - - 4 - 8 - 6 - 2 - - - - - - - - - BH-34 - - - Discontinuity - - - - - 35.00 37.00 - - - - - - - Remarks added here - - - 0 - - 15 - 30 - - gypsum - 1 - undulating to planar - rough to striated - - matte - Gradational - joint - moderately to moderately - 3.0 - 4.0 - - - - - - - - - - BH-33 - - - Discontinuity - - - - - 36.00 39.00 - - - - - - - - - - - 12 - 12 - 12 - 1 - - - - - - - - - - - 2 - Natural Ground - - - - - - - 7.5 9.00 - - - - - - - - - N-Value - long - n_value - - - - - 3 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 2 - 0.5 - - - - - 3 - 1 - 0.5 - - - - - - - - - 3 - Natural Ground - - - - - - - 10.0 11.50 - - - - - - - - - N-Value - long - n_value - - - - - 10 - - - - - - - SPT - Automatic - 70 - 1.50 - - - 1 - 2 - 0.5 - - - - - 2 - 4 - 0.5 - - - - - 3 - 6 - 0.5 - - - - - - - - - 4 - Natural Ground - - - - - - - 12.5 14.00 - - - - - - - - - N-Value - long - n_value - - - - - 15 - - - - - - - SPT - Automatic - 70 - 5.0 - 1.50 - - - 1 - 3 - 0.5 - - - - - 2 - 6 - 0.5 - - - - - 3 - 9 - 0.5 - - - - - - - - - 5 - Natural Ground - - - - - - - 15.0 16.50 - - - - - - - - - N-Value - long - n_value - - - - - 25 - - - - - - - SPT - Automatic - 70 - 10.0 - 1.50 - - - 1 - 5 - 0.5 - - - - - 2 - 10 - 0.5 - - - - - 3 - 15 - 0.5 - - - - - - - - - 6 - Natural Ground - - - - - - - 17.5 19.00 - - - - - - - - - N-Value - long - n_value - - - - - 0 - - - - - - - SPT - Automatic - 70 - 15.0 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 0 - 0.5 - - - - - 3 - 0 - 0.5 - - - - - - - - - 8 - Natural Ground - - - - - - - 24.5 25.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 1.20 - - - 1 - 9 - 0.5 - - - - - 2 - 12 - 0.5 - - - - - 3 - 50 - 0.2 - - - - - - - - - 9 - Natural Ground - - - - - - - 27.0 27.70 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.70 - - - 1 - 15 - 0.5 - - - - - 2 - 50 - 0.2 - - - - - - - - - 10 - Natural Ground - - - - - - - 28.0 28.10 - - - - - - - - - N-Value - long - n_value - - - - - 100 - - - - - - - SPT - Automatic - 70 - 0.10 - - - 1 - 50 - 0.1 - - - - - - - - - - WATER CONTENT - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - - 32.00 - - - - - - - - - ASTM D1234 - CCRL - - - - - sandy lean clay - 1 - - - - wet - - - - - 110 - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 44.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 43.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 12.80 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 26.10 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 22.00 - - - - - - - - - - double - water_content_natural - % - - - - - 38.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 30.20 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 28.00 - - - - - - - - - - double - water_content_natural - % - - - - - 31.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 29.40 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 7.50 - - - - - - - - - - double - water_content_natural - % - - - - - 35.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 45.80 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 10.00 - - - - - - - - - - double - water_content_natural - % - - - - - 36.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 36.40 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 12.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.20 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 15.00 - - - - - - - - - - double - water_content_natural - % - - - - - 33.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 31.80 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 17.50 - - - - - - - - - - double - water_content_natural - % - - - - - 37.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 40.70 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 24.50 - - - - - - - - - - double - water_content_natural - % - - - - - 41.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 21.40 - - - - - - - - - - - - - - - - - - - - - - - - - - WATER CONTENT - Natural Ground - - - - - - - - 27.00 - - - - - - - - - - double - water_content_natural - % - - - - - 39.00 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,31.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 55,39.00,16,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,30.00,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 48,37,11,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 2 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Lean Clay - 1 - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 25.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - ,,,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - - - - - - - - - - - - - - ATTERBERG - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 53,36.00,17,,, - - - - - - - Approved - - - ASTM D4318-10, Multipoint Test - - - - - - Fat Clay - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 21,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 44,28.00,16,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 4.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 27,,,,, - - - - - - - - - ASTM D4318-10, Multipoint test - - - - - - - 4 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 50,27,23,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 22.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,35.00,6,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,14,25,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 28.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,27.00,10,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 60,15,45,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 7.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 38,32.00,6,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 82,22,60,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 10.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 39,32.00,7,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 0.0,0,0,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 12.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 43,36.00,7,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 33,22,11,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 15.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 37,29.00,8,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 34,25,9,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 17.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 40,33.00,7,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 84,23,61,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 24.50 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 45,36.00,9,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 41,14,27,,, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ATTERBERG - Natural Ground - - - - - - - 27.00 - - - - - - - - - LL - integer - liquid_limit - - - PL - integer - plastic_limit - - - PI - integer - plasticity_index - - - Symbol from plasticity chart - string - uscs_symbol_425 - - - LI - double - liquidity_index - - - non plastic - boolean - non_plastic - - - - - 42,36.00,6,,, - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - LOI - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LOI - double - LOI - % - - - - - - - - - - - - Approved - - - ASTM D1234 - CCRL - - - - - organic clay - 1A - - - - wet - - - - - - - - - - - LOI - Natural Ground - - - - - - - 4.00 - - - - - - - - - LOI - double - LOI - % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 2.00 - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - pH - double - pH - - - - - - 8.40 - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 2.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 13.30 - - - - - - - - - ABCD1234 - - - - - - - 1A - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - pH - double - pH - - - - - - 6.50 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.52 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 4.00 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.41 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - pH - double - pH - - - - - - 6.60 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - chloride_content - double - chloride_content - - - - - - 3.53 - - - - - - - - - - - - - - - - - - - - - - - - - - GEOTECHNICAL CHEMICAL TESTING - Natural Ground - - - - - - - 7.50 - - - - - - - - - sulfate_content - double - sulfate_content - - - - - - 2.42 - - - - - - - - - - - - - - - - - - - - - - - - - - - PARTICLE SIZE - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 2,,0.10000,0.30000,0.50000,0.60000,GP,Poorly graded gravel,A-1-a,,0.15000,0.85000,5.4,34.6,60.0,,,2.0 - - - - - - - Approved - - - ASTM D422 - CCRL - - - - - Reddish brown poorly graded gravel - 1A - - - - wet - - - - - - - - - - 0.0750 - 22 - - - - - 0.105 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - 0.0200 - 5 - - - - - 0.0400 - 10 - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 0,,,,,,CL,Lean clay,A-6,,,,91.8,8.2,0.0,,,0.0 - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 92 - - - - - 3.81 - 93 - - - - - 6.35 - 95 - - - - - 10.8 - 97 - - - - - 21.6 - 98 - - - - - 50.8 - 98 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 1,,0.10000,0.20000,,0.30000,SP-SM,Poorly graded sand with silt,,,,,21.9,75.2,2.9,7.9,14.0, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 22 - - - - - 0.106 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - 0,,,,,,CL,Lean clay with sand,A-4,,,,77.5,22.5,0.0,,,0.0 - - - - - - - - - 0 - - - - - - - - - - - Air dry - - - - - - - - - - 1.91 - 78 - - - - - 3.81 - 89 - - - - - 6.35 - 94 - - - - - 10.8 - 97 - - - - - 21.6 - 99 - - - - - 50.8 - 100 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 22.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 36 - - - - - 0.106 - 39 - - - - - 0.250 - 68 - - - - - 0.425 - 86 - - - - - 0.850 - 94 - - - - - 2.00 - 97 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 28.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 14 - - - - - 0.106 - 16 - - - - - 0.250 - 32 - - - - - 0.425 - 76 - - - - - 0.850 - 96 - - - - - 2.00 - 99 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 7.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,GP,Poorly graded gravel with sand,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 71 - - - - - 0.106 - 74 - - - - - 0.250 - 96 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 10.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 45 - - - - - 0.106 - 50 - - - - - 0.250 - 59 - - - - - 0.425 - 69 - - - - - 0.850 - 82 - - - - - 2.00 - 95 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 12.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 34 - - - - - 0.106 - 48 - - - - - 0.250 - 83 - - - - - 0.425 - 86 - - - - - 0.850 - 88 - - - - - 2.00 - 92 - - - - - 4.75 - 97 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 15.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 23 - - - - - 0.106 - 33 - - - - - 0.250 - 97 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 17.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 68 - - - - - 0.106 - 92 - - - - - 0.250 - 99 - - - - - 0.425 - 100 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 24.50 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 48 - - - - - 0.106 - 54 - - - - - 0.250 - 73 - - - - - 0.425 - 82 - - - - - 0.850 - 90 - - - - - 2.00 - 94 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - PARTICLE SIZE - Natural Ground - - - - - - - 27.00 - - - - - - - - - Cu - double - coef_uniformity - - - Cc - double - coef_curvature - - - D10 - double - d10 - mm - - - D30 - double - d30 - mm - - - D50 - double - d50 - mm - - - D60 - double - d60 - mm - - - USCS - string - uscs_symbol - - - USCS Group Name - string - uscs_group_name - - - AASHTO Symbol - string - aashto_symbol - - - AASHTO Group Index - integer - aashto_group_index - - - D15 - double - d15 - - - D85 - double - d85 - - - Percent Fines - double - percent_fines - - - Percent Sand - double - percent_sand - - - Percent Gravel - double - percent_gravel - - - Percent Clay - double - clay_percent_5_micron - - - Percent Silt - double - percent_silt - - - Percent Cobbles - double - percent_cobbles - - - - - ,,,,,,,,,,,,,,,,, - - - - - - - - - - - - - - - - - - - - - - - - - 0.0750 - 11 - - - - - 0.106 - 12 - - - - - 0.250 - 19 - - - - - 0.425 - 40 - - - - - 0.850 - 81 - - - - - 2.00 - 96 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - - - - - - - - Compaction Test - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - ASTM D698 - - - - - - - - 1A - - - - - - - - - - remarks - - - 1 - 12.50 - 100.000 - - - - - - - - - remarks2 - - - 2 - 15.50 - 115.500 - - - - - - - - - remarks3 - - - 3 - 18.00 - 100.000 - - - - - - - - - - - Compaction Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - LabCompactionTestTrialPropertyType - double - dry_density_max - lbf/ft3 - - - LabCompactionTestTrialPropertyType - double - water_content_optimum - % - - - - - 115.50,16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Density Test - - - laboratory_name - - - Dataforensics - - - - - - - remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 15.00,115.00,100.00 - - - - - - - Approved - - - method xyz - CCRL - - - - - sandy lean clay - 1A - - - - reconstituted - - - - - - - - - - - Density Test - Natural Ground - - - - - - - - 4.00 - - - - - - - - - - double - water_content_natural - % - - - - double - bulk_density - lbf/ft3 - - - - double - dry_density - lbf/ft3 - - - - - 13.00,101.70,90.00 - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - - - - - - - - - Los Angeles Abrasion Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - Los Angeles Percentage Wear - double - aggregate_LA_abrasion_loss - % - - - Los Angeles Coefficient - double - aggregate_la_coefficient - - - Los Angles Wear Ratio - double - aggregate_la_wear_ratio - - - - - 50,15,1 - - - - - - - Final - - - Method 1234 - CCRL - - - - - Hard Limestone - 1A - - - - Specimen Prep - - - - - - - 0.425 - - - - - - - Charge ABC - - - - - - - Slake Durability Tests - - - laboratory_name - - - Dataforensics - - - - - - - Remarks go here - - - Natural Ground - - - - - - - - 2.00 - - - - - - - - - - double - slake_durability_index - % - - - - - - 95.4 - - - - - - - Final - - - A Method - CCRL - - - - - Some kind of shale - 1A - - - - Spec Prep - - - - - T1 - T2 - 98.7 - Water - - - - - - - - - - - - - - - CBR - Natural Ground - - - - - - - 2.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 15.0,16.0,15.50 - - - - - - - - - - - - - - - - - - - - - - - - - 1A - - - - 105.00 - 91.30 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 110.00 - 95.60 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - 1A - - - - 115.00 - 100.00 - - 15.50 - - - - - - - - - Prep - - - - - - - - - - - - remarks go here - - - 1 - - 15.40 - 12.0 - 13.0 - - - - - 2.000 - 1.00 - - - - - 4.000 - 3.00 - - - true - unsoaked - 5 - 2.0 - 15.50 - - - - - - - - - remarks 2 go here - - - 2 - - 15.00 - 13.0 - 14.0 - - - true - unsoaked - 5 - 2.1 - 15.50 - - - - - - - - - remarks 3 go here - - - 3 - - 15.40 - 14.0 - 15.0 - - - true - unsoaked - 5 - 2.2 - 15.50 - - - - - - - - - - CBR - Natural Ground - - - - - - - 4.00 - - - - - - - - - CBR at 0.1 - double - cbr_0.1 - % - - - CBR at 0.2 - double - cbr_0.2 - % - - - Moisture Content - double - water_content_natural - % - - - - - 17.0,18.0,19.00 - - - - - - - - - - - - - - - - - - - - - - 1A - - - - - - - - - - - - - - - - - - - Consolidation Test - - - laboratory_name - - - Dataforensics - - - - - - - Speciemen Swelled after initial consolidatiion - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000 - - - - - - - Final - - - Speciemen Swelled after initial consolidatiion - - - - - ASTM D2435 - CCRL - - - - - sandy lean clay - 1A - - - - 105.50 - 4359.15615639669 - 81.78 - 74.50 - 19.68 - 76 - 29.50 - 1.029 - - - - - 25.00 - - - - - - Specimen remoulded at natural moisture content to specified bulk density. - - - 2.65 - - - OEDOMTER - 1.0 - 10 - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 5.50 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - Consolidation Test - Natural Ground - - - - - - - 4.00 - - - - - - - - - Cc - double - compression_index - - - Preconsolidation Pressure - double - preconsolidation_pressure - lbf/ft2 - - - OCR - double - ocr - - - Cr - double - recompression_index - - - - - 0.6000,2000.00,2.0,0.3000 - - - - - - - - - D4546 - - - - - - - - - - - 0.650 - - - - - - - - 2.65 - - - - - - - - Remarks go here - - - 1 - 20.0 - 43591.5615639669 - 10 - - - 0.50 - 0.010 - - - - - 1.00 - 0.020 - - - 0.020 - 1.000 - 0.95 - 4.4 - 3.3 - 5.50 - - 2.2 - 0.020 - 1.1 - - - - - - - - - - - - - - - Lab Pocket Pen - - - remarks hp - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Lab Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 15 - - - - - - - - - - - - - - - sandy lean clay - 1A - - - - - - - - - - - Pocket Pen - Natural Ground - - - - - - - 7.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 0.25 - - - - - - - 0.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 10.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.25 - - - - - - - 2.25 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 17.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 3.50 - - - - - - - 3.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 22.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 2.50 - - - - - - - 2.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 24.50 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 1.50 - - - - - - - 1.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 27.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - Pocket Pen - Natural Ground - - - - - - - 28.00 - - - - - - - - - Pocket Pen - double - compressive_strength_unconfined - psi - - - - - 4.50 - - - - - - - 4.50 - - - - - - - - Lab Resistivity - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Lab Resistivity - double - resistivity - ohm.m - - - - - 1 - - - - - - - Approved - - - ASTM D1111 - CCRL - - - - - 20 - - - - - sandy lean clay - 1A - - - - - 115.00 - 4 - 100.00 - 3 - 4 - 15.00 - - - - - prepped - - - - - - - - - - - - - Specific Gravity - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - 2.00 - - - - - - - - - Specific Gravity - double - specific_gravity_solids - - - - - 2.64 - - - - - - - Approved - - - - - - - - - Sandy lean clay - 1A - - - - - - - - - - Specific Gravity - Natural Ground - - - - - - - 4.00 - - - - - - - - - Specific Gravity - double - specific_gravity_solids - - - - - 2.65 - - - - - - - - - - - - - - - - - - - - - - - - - - - Natural Ground - - - - - - - 4.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - Natural Ground - - - - - - - 7.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 200.00 - - - - - - - - - - - - Natural Ground - - - - - - - 10.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 12.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 15.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 17.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 600.00 - - - - - - - - - - - - Natural Ground - - - - - - - 22.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 500.00 - - - - - - - - - - - - Natural Ground - - - - - - - 24.50 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 400.00 - - - - - - - - - - - - Natural Ground - - - - - - - 27.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 300.00 - - - - - - - - - - - - Natural Ground - - - - - - - 28.00 - - - - - - - - - PPM - double - pid_result - ppm - - - - - 100.00 - - - - - - - - - - - - Point Load Test - - - laboratory_name - - - Dataforensics - - - - - - - remarks - - - Natural Ground - - - - - - - - 30.00 - - - - - - - - - - double - Is - tonf[US]/ft2 - - - - double - Is50 - tonf[US]/ft2 - - - - - 1.0,1.3 - - - - - - - Approved - - - ASTM 12345 - CCRL - - - - - limestone - R-1A - - - - prepped - - - - - diametral - - - - - - - Point Load Test - - - laboratory_name - - - Dataforensics - - - - - Natural Ground - - - - - - - - 30.00 - - - - - - - - - - double - Is - tonf[US]/ft2 - - - - double - Is50 - tonf[US]/ft2 - - - - - 1.5,1.6 - - - - - - - - - ASTM 12345 - CCRL - - - - - limestone - R-1B - - - - axial - - - - - - - diff --git a/Instances/20250110 - DIGGS Challenge - 2025-01-23 2240 - Internal - 9-DIGGS.xml b/Instances/DIGGS Challenge v3.DIGGS.xml similarity index 63% rename from Instances/20250110 - DIGGS Challenge - 2025-01-23 2240 - Internal - 9-DIGGS.xml rename to Instances/DIGGS Challenge v3.DIGGS.xml index cb795e69..ed6d9e15 100644 --- a/Instances/20250110 - DIGGS Challenge - 2025-01-23 2240 - Internal - 9-DIGGS.xml +++ b/Instances/DIGGS Challenge v3.DIGGS.xml @@ -1,10 +1,10 @@ - + - - 2025-01-23 + + 2025-01-28 - + Dataforensics @@ -12,7 +12,7 @@ Generated by Dataforensics from OpenGround - 2025-01-23 + 2025-01-28 @@ -26,7 +26,7 @@ client - + Geo-Institute @@ -36,7 +36,7 @@ project_engineer - + Jim Halpert @@ -46,14 +46,14 @@ drilling_contractor - + Big Dog Drillers - + Somewhere Over the Rainbow @@ -70,9 +70,9 @@ Natural Ground - + - + Location description 1553.2 25.00 @@ -105,7 +105,7 @@ -90 0 - + 2015-06-04T13:32:59 2015-06-04T23:34:01 @@ -113,11 +113,11 @@ 40.00 BH - + - + - + 0.00 5.00 @@ -125,9 +125,9 @@ - + - + 5.00 14.00 @@ -135,14 +135,14 @@ - + #40 Ottawa Sand - + 14.00 25.00 @@ -150,9 +150,9 @@ - + - + 25.00 29.00 @@ -160,14 +160,14 @@ - + #40 Ottawa Sand - + 29.00 35.00 @@ -175,9 +175,9 @@ - + - + 35.00 40.00 @@ -187,14 +187,14 @@ - + remarks - + 0 30.00 @@ -202,18 +202,18 @@ - + 4.25" Hollow stem auger logger - + 2015-06-04T18:32:59 - + Scott Deaton @@ -223,7 +223,7 @@ drilling_contractor - + Big Dog Drillers @@ -233,7 +233,7 @@ operator - + Jim Bob @@ -245,24 +245,24 @@ - + 0.00 30.00 - + 2015-06-04T13:32:59 2015-06-04T18:32:59 - + CME 550 drill rig - + hollow stem auger Coring Device 5.00 @@ -272,18 +272,18 @@ - + NQ logger - + 2015-06-04T18:32:59 - + Scott Deaton @@ -293,7 +293,7 @@ drilling_contractor - + Big Dog Drillers @@ -303,7 +303,7 @@ operator - + James Brown @@ -315,24 +315,24 @@ - + 30.00 40.00 - + 2015-06-04T18:32:59 2015-06-04T23:32:59 - + Arco 9000 drill rig - + NQ core Coring Device 5.00 @@ -342,16 +342,16 @@ - + Drill Method - + Soil Drill - + CME 1100 Drill Rig @@ -359,16 +359,16 @@ - + Drill Method - + Rock Core - + CME 1100 Drill Rig @@ -376,35 +376,35 @@ - + Rough drilling - + 18.00 20.00 - + Drill rods chattering - + 24.00 25.00 - + sub location 1 @@ -412,7 +412,7 @@ - + sub location 2 @@ -428,7 +428,7 @@ - + 1 - + 0.00 5.00 - + 2 - + 5.00 10.00 - + - + 3.00 6.00 @@ -485,9 +485,9 @@ - + - + 7.00 10.00 @@ -497,9 +497,9 @@ - + - + 10.00 12.00 @@ -509,14 +509,14 @@ - + Remarks - + 30.00 35.00 @@ -527,9 +527,9 @@ - + - + 0 40.00 @@ -537,13 +537,13 @@ - + After drilling - - 2019-06-05T06:00:00 + + 2015-06-05T06:00:00 - + 15.00 @@ -552,13 +552,13 @@ - + At time of drilling - + 2015-06-04T13:47:48 - + 19.00 @@ -567,13 +567,13 @@ - + At time of drilling - + 2015-06-04T13:50:26 - + 15.00 @@ -582,13 +582,13 @@ - + End of drilling - + 2015-06-04T23:47:36 - + 13.00 @@ -607,7 +607,7 @@ logger - + Shaoshuai Gong @@ -617,7 +617,7 @@ drilling_contractor - + ABC Drilling @@ -627,7 +627,7 @@ operator - + Jim Davis @@ -639,9 +639,9 @@ Natural Ground - + - + 1000.0 25.00 R @@ -672,7 +672,7 @@ -90 - + 2015-06-04T13:32:59 2015-06-04T13:34:01 @@ -680,9 +680,9 @@ 40.00 BH - + - + 0 15.00 @@ -690,16 +690,16 @@ - + Drill Method - + 4-1/4" Hollow stem auger Soil Drill - + CME 1100 Drill Rig @@ -707,16 +707,16 @@ - + Drill Method - + NQ Rock Core - + CME 1100 Drill Rig @@ -726,13 +726,13 @@ - + A drilling_contractor - + Big Dog Wellers @@ -744,7 +744,7 @@ Ground Water - + -84.247361 33.854467 319.00 @@ -757,7 +757,7 @@ - + Piezo-33 @@ -765,14 +765,14 @@ - + 2015-06-04 - - - + + + 25.00 @@ -783,14 +783,14 @@ - + Remarks 2 - + 15.00 25.00 @@ -799,14 +799,14 @@ - + Remarks 1 - + -0.50 15.00 @@ -818,13 +818,13 @@ - + B drilling_contractor - + Big Dog Wellers @@ -836,7 +836,7 @@ Ground Water - + -84.247361 33.854467 318.50 @@ -849,7 +849,7 @@ - + SP-33 @@ -857,14 +857,14 @@ - + 2015-06-04 - - - + + + 35.00 @@ -875,14 +875,14 @@ - + Remarks 4 - + 30.00 35.00 @@ -891,14 +891,14 @@ - + Remarks 3 - + -1.00 30.00 @@ -910,13 +910,13 @@ - + 7 Natural Ground - + 22.00 24.00 @@ -924,14 +924,14 @@ - + 22.00 24.00 - + SH @@ -939,13 +939,13 @@ - + R-1 Natural Ground - + 30.00 35.00 @@ -954,7 +954,7 @@ - + 30.00 31.00 @@ -963,14 +963,14 @@ - + 31.00 35.00 - + RC @@ -979,13 +979,13 @@ - + R-2 Natural Ground - + 35.00 40.00 @@ -994,14 +994,14 @@ - + 35.00 39.00 - + RC @@ -1010,13 +1010,13 @@ - + 2 Natural Ground - + 7.5 9.00 @@ -1024,7 +1024,7 @@ - + 7.50 9.00 @@ -1035,13 +1035,13 @@ - + 3 Natural Ground - + 10.0 11.50 @@ -1049,7 +1049,7 @@ - + 10.00 11.00 @@ -1058,7 +1058,7 @@ - + 11.00 11.50 @@ -1069,13 +1069,13 @@ - + 4 Natural Ground - + 12.5 14.00 @@ -1083,7 +1083,7 @@ - + 12.50 14.00 @@ -1094,13 +1094,13 @@ - + 5 Natural Ground - + 15.0 16.50 @@ -1108,7 +1108,7 @@ - + 15.00 16.50 @@ -1119,13 +1119,13 @@ - + 6 Natural Ground - + 17.5 19.00 @@ -1133,7 +1133,7 @@ - + 17.50 19.00 @@ -1144,13 +1144,13 @@ - + 8 Natural Ground - + 24.5 25.70 @@ -1158,7 +1158,7 @@ - + 24.50 25.00 @@ -1167,7 +1167,7 @@ - + 25.00 25.70 @@ -1178,13 +1178,13 @@ - + 9 Natural Ground - + 27.0 27.70 @@ -1192,7 +1192,7 @@ - + 27.00 27.70 @@ -1203,13 +1203,13 @@ - + 10 Natural Ground - + 28.0 28.10 @@ -1217,7 +1217,7 @@ - + 28.00 28.10 @@ -1228,13 +1228,13 @@ - + 1 Natural Ground - + 2.00 3.00 @@ -1242,27 +1242,27 @@ - + 2.00 3.00 - + AU - + 1 Natural Ground - + 4.00 5.00 @@ -1270,27 +1270,27 @@ - + 4.00 5.00 - + AU - + R-1 Natural Ground - + 30.00 35.00 @@ -1298,27 +1298,27 @@ - + 30.00 35.00 - + RC - + R-2 Natural Ground - + 35.00 40.00 @@ -1326,27 +1326,27 @@ - + 35.00 40.00 - + RC - + 7 Natural Ground - + 22.00 24.00 @@ -1354,27 +1354,27 @@ - + 22.00 24.00 - + SH - + 10 Natural Ground - + 28.00 28.10 @@ -1382,27 +1382,27 @@ - + 28.00 28.10 - + SS - + 2 Natural Ground - + 7.50 9.00 @@ -1410,27 +1410,27 @@ - + 7.50 9.00 - + SS - + 3 Natural Ground - + 10.00 11.50 @@ -1438,27 +1438,27 @@ - + 10.00 11.50 - + SS - + 4 Natural Ground - + 12.50 14.00 @@ -1466,27 +1466,27 @@ - + 12.50 14.00 - + SS - + 5 Natural Ground - + 15.00 16.50 @@ -1494,27 +1494,27 @@ - + 15.00 16.50 - + SS - + 6 Natural Ground - + 17.50 19.00 @@ -1522,27 +1522,27 @@ - + 17.50 19.00 - + SS - + 8 Natural Ground - + 24.50 25.70 @@ -1550,27 +1550,27 @@ - + 24.50 25.70 - + SS - + 9 Natural Ground - + 27.00 27.70 @@ -1578,14 +1578,14 @@ - + 27.00 27.70 - + SS @@ -1596,13 +1596,13 @@ 1 - + - - R-1 + + R-1A @@ -1610,8 +1610,8 @@ - - R-1 + + R-1B @@ -1731,7 +1731,7 @@ 1 - + @@ -1740,7 +1740,7 @@ R-1 - + @@ -1749,7 +1749,7 @@ R-2 - + @@ -1758,7 +1758,7 @@ 7 - + @@ -1767,7 +1767,7 @@ 10 - + @@ -1776,7 +1776,7 @@ 2 - + @@ -1785,7 +1785,7 @@ 3 - + @@ -1794,7 +1794,7 @@ 4 - + @@ -1803,7 +1803,7 @@ 5 - + @@ -1812,7 +1812,7 @@ 6 - + @@ -1821,7 +1821,7 @@ 8 - + @@ -1830,7 +1830,7 @@ 9 - + @@ -1842,19 +1842,19 @@ - + 0.0 0.5 true - + asphalt Asphalt Asphalt surficial - + @@ -1865,38 +1865,65 @@ - + 0.5 3.0 false - - Poorly graded gravel with clay and sand, Cobbles and Boulders + + Poorly graded gravel with clay and sand, Cobbles and Boulders POORLY GRADED GRAVEL WITH CLAY AND SAND, COBBLES AND BOULDERS (GP-GC); mostly fine to medium very hard subrounded flat GRAVEL; some fine hard well rounded elongated sand; few low plasticity fines; about 7% cobbles by vol., angular, hard, elongated; about 5% boulders by vol., subangular, very hard, flat; dark brownish black and light grayish brown, moist to wet, medium dense, stratified, trace ferrous nodules, trace construction debris, trace manganese, no odor, moderate cementation, iron oxide staining, max size = 3 in., Something else goes here, FILL GP-GC GP-GC soil + + + dark brownish black + + + dark + brownish + black + + + primary + + + + + light grayish brown + + + light + grayish + brown + + + secondary + and + + - + ferrous nodules trace - + construction debris trace - + manganese trace - + Something else goes here @@ -1907,9 +1934,9 @@ moist to wet no - + - + 3 @@ -1919,18 +1946,12 @@ weak stratified iron oxide - - - fines - clay - - - + gravel @@ -1948,10 +1969,10 @@ - + - boulder + boulders subangular @@ -1965,10 +1986,10 @@ - + - cobble + cobbles angular @@ -1982,7 +2003,7 @@ - + clay @@ -1997,7 +2018,7 @@ - + sand @@ -2015,40 +2036,47 @@ fill + Unit A - + 3.0 11.0 true - - Lean clay + + Lean clay LEAN CLAY (CL); mostly low plasticity FINES no dilatancy; dark brown, moist, medium stiff to stiff, varved, FILL CL CL soil + + + dark brown + + + dark + brown + + + primary + + - + medium stiff to stiff moist varved - - - fines - clay - - - + gravel @@ -2061,7 +2089,7 @@ - + clay @@ -2077,7 +2105,7 @@ - + sand @@ -2090,31 +2118,44 @@ fill + Unit A - + 11.0 17.5 true - - Poorly graded sand + + Poorly graded sand POORLY GRADED SAND (SP); mostly rounded SAND; light brown, moist, loose to medium dense, trace silt, hydrocarbon odor, ALLUVIUM SP SP soil + + + light brown + + + light + brown + + + primary + + - + silt trace - + loose to medium dense moist hydrocarbon @@ -2124,7 +2165,7 @@ - + gravel @@ -2137,10 +2178,10 @@ - + - silt + fines @@ -2150,7 +2191,7 @@ - + sand @@ -2165,40 +2206,47 @@ alluvium + Unit A - + 17.5 25.0 true - - Lean clay + + Lean clay LEAN CLAY (CL); mostly medium plasticity FINES; dark brown, moist to wet, very stiff to very hard, iron oxide staining, ALLUVIUM CL CL soil + + + dark brown + + + dark + brown + + + primary + + - + very stiff to very hard moist to wet iron oxide - - - fines - clay - - - + gravel @@ -2211,7 +2259,7 @@ - + clay @@ -2226,7 +2274,7 @@ - + sand @@ -2239,10 +2287,11 @@ alluvium + Unit A - + 19.0 @@ -2254,34 +2303,40 @@ - + 25.0 30.0 true - - Fat clay + + Fat clay FAT CLAY (CH); mostly high plasticity FINES; few fine sand; dark red, very dense, ALLUVIUM CH CH soil + + + dark red + + + dark + red + + + primary + + - + very dense poorly graded - - - fines - clay - - - + gravel @@ -2294,7 +2349,7 @@ - + clay @@ -2309,7 +2364,7 @@ - + sand @@ -2324,10 +2379,11 @@ alluvium + Unit B - + 26.0 27.0 @@ -2347,18 +2403,18 @@ - + 30.0 34.0 true - - CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, very thinly bedded, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet + + CALCAREOUS LIMESTONE AND SANDSTONE, moderately weathered to highly weathered, dark brownish gray and light olive green, very fine grained to medium grained sand, strong to very strong, medium, 0° to 15° bedding angle, wet Limestone rock - + dark brownish gray @@ -2370,26 +2426,40 @@ primary + + + light olive green + + + light + olive + green + + + secondary + and + + - + limestone primary - + sandstone secondary - + calcareous tertiary - + @@ -2404,7 +2474,7 @@ medium strong to very strong moderately to highly - bedded + @@ -2412,7 +2482,7 @@ - + 33.0 @@ -2424,18 +2494,18 @@ - + 34.0 40.0 true - - LIMESTONE, freshly weathered, thinly bedded, dark gray, wet, Comments go here + + LIMESTONE, freshly weathered, dark gray, wet, Comments go here Shale rock - + dark gray @@ -2447,25 +2517,25 @@ - + limestone primary - + secondary - + tertiary - + Comments go here @@ -2480,7 +2550,7 @@ freshly - bedded + @@ -2496,14 +2566,14 @@ Discontinuity - + - + 35.00 37.00 - + Remarks added here @@ -2525,7 +2595,7 @@ - + remarks go here @@ -2540,14 +2610,14 @@ - + - + 35.00 37.00 - + Remarks added here @@ -2575,7 +2645,7 @@ - + remarks go here @@ -2598,14 +2668,14 @@ Discontinuity - + - + 35.00 37.00 - + Remarks added here @@ -2640,14 +2710,14 @@ Discontinuity - + - + 36.00 39.00 - + @@ -2664,24 +2734,24 @@ - + 2 Natural Ground - + - + - + 7.5 9.00 - + - + N-Value long n_value @@ -2695,55 +2765,55 @@ - - SPT - Automatic - 70 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 2 - 0.5 - - - - - 3 - 1 - 0.5 - - - + + SPT + Automatic + 70 + 1.50 + + + 1 + 1 + 0.5 + + + + + 2 + 2 + 0.5 + + + + + 3 + 1 + 0.5 + + + - + 3 Natural Ground - + - + - + 10.0 11.50 - + - + N-Value long n_value @@ -2757,55 +2827,55 @@ - - SPT - Automatic - 70 - 1.50 - - - 1 - 2 - 0.5 - - - - - 2 - 4 - 0.5 - - - - - 3 - 6 - 0.5 - - - + + SPT + Automatic + 70 + 1.50 + + + 1 + 2 + 0.5 + + + + + 2 + 4 + 0.5 + + + + + 3 + 6 + 0.5 + + + - + 4 Natural Ground - + - + - + 12.5 14.00 - + - + N-Value long n_value @@ -2819,56 +2889,56 @@ - - SPT - Automatic - 70 - 5.0 - 1.50 - - - 1 - 3 - 0.5 - - - - - 2 - 6 - 0.5 - - - - - 3 - 9 - 0.5 - - - + + SPT + Automatic + 70 + 5.0 + 1.50 + + + 1 + 3 + 0.5 + + + + + 2 + 6 + 0.5 + + + + + 3 + 9 + 0.5 + + + - + 5 Natural Ground - + - + - + 15.0 16.50 - + - + N-Value long n_value @@ -2882,56 +2952,56 @@ - - SPT - Automatic - 70 - 10.0 - 1.50 - - - 1 - 5 - 0.5 - - - - - 2 - 10 - 0.5 - - - - - 3 - 15 - 0.5 - - - + + SPT + Automatic + 70 + 10.0 + 1.50 + + + 1 + 5 + 0.5 + + + + + 2 + 10 + 0.5 + + + + + 3 + 15 + 0.5 + + + - + 6 Natural Ground - + - + - + 17.5 19.00 - + - + N-Value long n_value @@ -2945,56 +3015,56 @@ - - SPT - Automatic - 70 - 15.0 - 1.50 - - - 1 - 1 - 0.5 - - - - - 2 - 0 - 0.5 - - - - - 3 - 0 - 0.5 - - - + + SPT + Automatic + 70 + 15.0 + 1.50 + + + 1 + 1 + 0.5 + + + + + 2 + 0 + 0.5 + + + + + 3 + 0 + 0.5 + + + - + 8 Natural Ground - + - + - + 24.5 25.70 - + - + N-Value long n_value @@ -3008,55 +3078,55 @@ - - SPT - Automatic - 70 - 1.20 - - - 1 - 9 - 0.5 - - - - - 2 - 12 - 0.5 - - - - - 3 - 50 - 0.2 - - - + + SPT + Automatic + 70 + 1.20 + + + 1 + 9 + 0.5 + + + + + 2 + 12 + 0.5 + + + + + 3 + 50 + 0.2 + + + - + 9 Natural Ground - + - + - + 27.0 27.70 - + - + N-Value long n_value @@ -3070,48 +3140,48 @@ - - SPT - Automatic - 70 - 0.70 - - - 1 - 15 - 0.5 - - - - - 2 - 50 - 0.2 - - - + + SPT + Automatic + 70 + 0.70 + + + 1 + 15 + 0.5 + + + + + 2 + 50 + 0.2 + + + - + 10 Natural Ground - + - + - + 28.0 28.10 - + - + N-Value long n_value @@ -3125,30 +3195,30 @@ - - SPT - Automatic - 70 - 0.10 - - - 1 - 50 - 0.1 - - - + + SPT + Automatic + 70 + 0.10 + + + 1 + 50 + 0.1 + + + - - WATER CONTENT + + laboratory_name - + Dataforensics @@ -3163,18 +3233,18 @@ - + - + 2.00 - + - + double water_content_natural @@ -3189,49 +3259,49 @@ - + - + ASTM D1234 CCRL - + sandy lean clay 1 - + wet - 110 - + 110 + - - WATER CONTENT + + Natural Ground - + - + 22.00 - + - + double water_content_natural @@ -3246,37 +3316,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 28.00 - + - + double water_content_natural @@ -3291,37 +3361,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 7.50 - + - + double water_content_natural @@ -3336,37 +3406,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 10.00 - + - + double water_content_natural @@ -3381,37 +3451,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 12.50 - + - + double water_content_natural @@ -3426,37 +3496,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 15.00 - + - + double water_content_natural @@ -3471,37 +3541,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 17.50 - + - + double water_content_natural @@ -3516,37 +3586,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 24.50 - + - + double water_content_natural @@ -3561,37 +3631,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 27.00 - + - + double water_content_natural @@ -3606,37 +3676,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 4.00 - + - + double water_content_natural @@ -3651,37 +3721,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 4.00 - + - + double water_content_natural @@ -3696,37 +3766,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 22.00 - + - + double water_content_natural @@ -3741,37 +3811,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 22.00 - + - + double water_content_natural @@ -3786,37 +3856,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 28.00 - + - + double water_content_natural @@ -3831,37 +3901,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 28.00 - + - + double water_content_natural @@ -3876,37 +3946,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 7.50 - + - + double water_content_natural @@ -3921,37 +3991,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 7.50 - + - + double water_content_natural @@ -3966,37 +4036,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 10.00 - + - + double water_content_natural @@ -4011,37 +4081,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 10.00 - + - + double water_content_natural @@ -4056,37 +4126,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 12.50 - + - + double water_content_natural @@ -4101,37 +4171,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 12.50 - + - + double water_content_natural @@ -4146,37 +4216,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 15.00 - + - + double water_content_natural @@ -4191,37 +4261,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 15.00 - + - + double water_content_natural @@ -4236,37 +4306,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 17.50 - + - + double water_content_natural @@ -4281,37 +4351,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 17.50 - + - + double water_content_natural @@ -4326,37 +4396,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 24.50 - + - + double water_content_natural @@ -4371,37 +4441,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 24.50 - + - + double water_content_natural @@ -4416,37 +4486,37 @@ - + - + 1 - + - - WATER CONTENT + + Natural Ground - + - + 27.00 - + - + double water_content_natural @@ -4461,37 +4531,37 @@ - + - + - + - - WATER CONTENT + + Natural Ground - + - + 27.00 - + - + double water_content_natural @@ -4506,26 +4576,26 @@ - + - + 1 - + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -4535,43 +4605,43 @@ - + - + 2.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -4579,40 +4649,40 @@ - ,,,,, + ,,,,,1 - + Approved - + ASTM D4318-10, Multipoint Test - + 1 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -4622,43 +4692,43 @@ - + - + 22.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -4666,40 +4736,40 @@ - 48,31.00,17,,, + 48,31.00,17,CL,, - + Approved - + ASTM D4318-10, Multipoint Test - + Lean Clay 1 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -4709,43 +4779,43 @@ - + - + 28.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -4753,40 +4823,40 @@ - 55,39.00,16,,, + 55,39.00,16,CH,, - + Approved - + ASTM D4318-10, Multipoint Test - + Fat Clay 1 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -4796,43 +4866,43 @@ - + - + 7.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -4840,40 +4910,40 @@ - 41,30.00,11,,, + 41,30.00,11,CL,, - + Approved - + ASTM D4318-10, Multipoint Test - + Lean Clay 1 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -4883,43 +4953,43 @@ - + - + 10.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -4927,40 +4997,40 @@ - ,,,,, + ,,,,,1 - + Approved - + ASTM D4318-10, Multipoint Test - + 1 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -4970,43 +5040,43 @@ - + - + 17.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5014,40 +5084,40 @@ - 40,33.00,7,,, + 40,33.00,7,CL,, - + Approved - + ASTM D4318-10, Multipoint Test - + Lean Clay 1 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -5057,43 +5127,43 @@ - + - + 17.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5101,40 +5171,40 @@ - 48,37,11,,, + 48,37,11,CL,, - + Approved - + ASTM D4318-10, Multipoint Test - + Lean Clay 2 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -5144,43 +5214,43 @@ - + - + 24.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5188,40 +5258,40 @@ - 43,36.00,7,,, + 43,36.00,7,CL,, - + Approved - + ASTM D4318-10, Multipoint Test - + Lean Clay 1 - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -5231,43 +5301,43 @@ - + - + 25.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5275,40 +5345,40 @@ - ,,,,, + ,,,CH,, - + Approved - + ASTM D4318-10, Multipoint Test - + Fat Clay - - + + - - ATTERBERG + + laboratory_name - + Dataforensics @@ -5318,43 +5388,43 @@ - + - + 27.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5362,76 +5432,76 @@ - 53,36.00,17,,, + 53,36.00,17,CH,, - + Approved - + ASTM D4318-10, Multipoint Test - + Fat Clay 1 - - + + - - ATTERBERG + + Natural Ground - + - + 4.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5445,63 +5515,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 4.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5515,63 +5585,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 4.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5585,69 +5655,69 @@ - + - + ASTM D4318-10, Multipoint test - + 4 - - + + - - ATTERBERG + + Natural Ground - + - + 22.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5661,63 +5731,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 22.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5731,63 +5801,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 28.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5801,63 +5871,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 28.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5871,63 +5941,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 7.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -5941,63 +6011,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 7.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6011,63 +6081,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 10.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6081,63 +6151,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 10.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6151,63 +6221,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 12.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6221,63 +6291,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 12.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6291,63 +6361,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 15.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6361,63 +6431,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 15.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6431,63 +6501,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 17.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6501,63 +6571,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 17.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6571,63 +6641,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 24.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6641,63 +6711,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 24.50 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6711,63 +6781,63 @@ - + - + 1 - - + + - - ATTERBERG + + Natural Ground - + - + 27.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6781,63 +6851,63 @@ - + - + - - + + - - ATTERBERG + + Natural Ground - + - + 27.00 - + - + LL integer liquid_limit - + PL integer plastic_limit - + PI integer plasticity_index - + Symbol from plasticity chart string uscs_symbol_425 - + LI double liquidity_index - + non plastic boolean non_plastic @@ -6851,27 +6921,27 @@ - + - + 1 - - + + - - LOI + + laboratory_name - + Dataforensics @@ -6886,18 +6956,18 @@ - + - + 2.00 - + - + LOI double LOI @@ -6912,49 +6982,49 @@ - + Approved - + ASTM D1234 CCRL - + organic clay 1A - + wet - + - - LOI + + Natural Ground - + - + 4.00 - + - + LOI double LOI @@ -6969,37 +7039,37 @@ - + - + - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 2.00 - + - + chloride_content double chloride_content @@ -7013,43 +7083,43 @@ - + - + ABCD1234 CCRL - + 1A - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 2.00 - + - + pH double pH @@ -7063,43 +7133,43 @@ - + - + ABCD1234 CCRL - + 1A - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 2.00 - + - + sulfate_content double sulfate_content @@ -7113,43 +7183,43 @@ - + - + ABCD1234 CCRL - + 1A - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 4.00 - + - + pH double pH @@ -7163,37 +7233,37 @@ - + - + - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 4.00 - + - + chloride_content double chloride_content @@ -7207,37 +7277,37 @@ - + - + - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 4.00 - + - + sulfate_content double sulfate_content @@ -7251,37 +7321,37 @@ - + - + - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 7.50 - + - + pH double pH @@ -7295,37 +7365,37 @@ - + - + - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 7.50 - + - + chloride_content double chloride_content @@ -7339,37 +7409,37 @@ - + - + - + - - GEOTECHNICAL CHEMICAL TESTING + + Natural Ground - + - + 7.50 - + - + sulfate_content double sulfate_content @@ -7383,26 +7453,26 @@ - + - + - + - - PARTICLE SIZE + + laboratory_name - + Dataforensics @@ -7417,107 +7487,107 @@ - + - + 2.00 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -7531,248 +7601,248 @@ - + Approved - + ASTM D422 CCRL - + Reddish brown poorly graded gravel 1A - + wet - - - - - 0.0750 - 22 - - - - - 0.105 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - - 0.0200 - 5 - - - - - 0.0400 - 10 - - - - - + + + + + 0.0750 + 22 + + + + + 0.105 + 26 + + + + + 0.150 + 31 + + + + + 0.180 + 41 + + + + + 0.250 + 51 + + + + + 0.425 + 66 + + + + + 0.850 + 83 + + + + + 2.00 + 94 + + + + + 4.75 + 97 + + + + + 9.50 + 98 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + + 0.0200 + 5 + + + + + 0.0400 + 10 + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 10.00 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -7786,216 +7856,216 @@ - + - + - + Air dry - - - - - 1.91 - 92 - - - - - 3.81 - 93 - - - - - 6.35 - 95 - - - - - 10.8 - 97 - - - - - 21.6 - 98 - - - - - 50.8 - 98 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - + + + + + 1.91 + 92 + + + + + 3.81 + 93 + + + + + 6.35 + 95 + + + + + 10.8 + 97 + + + + + 21.6 + 98 + + + + + 50.8 + 98 + + + + + 121 + 100 + + + + + 241 + 100 + + + + + 483 + 100 + + + + + 635 + 100 + + + + + 953 + 100 + + + + + 1270 + 100 + + + + + 1910 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 12.50 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -8009,223 +8079,223 @@ - + - + - - - - - 0.0750 - 22 - - - - - 0.106 - 26 - - - - - 0.150 - 31 - - - - - 0.180 - 41 - - - - - 0.250 - 51 - - - - - 0.425 - 66 - - - - - 0.850 - 83 - - - - - 2.00 - 94 - - - - - 4.75 - 97 - - - - - 9.50 - 98 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 22 + + + + + 0.106 + 26 + + + + + 0.150 + 31 + + + + + 0.180 + 41 + + + + + 0.250 + 51 + + + + + 0.425 + 66 + + + + + 0.850 + 83 + + + + + 2.00 + 94 + + + + + 4.75 + 97 + + + + + 9.50 + 98 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 17.50 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -8239,216 +8309,216 @@ - + - + - + Air dry - - - - - 1.91 - 78 - - - - - 3.81 - 89 - - - - - 6.35 - 94 - - - - - 10.8 - 97 - - - - - 21.6 - 99 - - - - - 50.8 - 100 - - - - - 121 - 100 - - - - - 241 - 100 - - - - - 483 - 100 - - - - - 635 - 100 - - - - - 953 - 100 - - - - - 1270 - 100 - - - - - 1910 - 100 - - - - - - - - + + + + + 1.91 + 78 + + + + + 3.81 + 89 + + + + + 6.35 + 94 + + + + + 10.8 + 97 + + + + + 21.6 + 99 + + + + + 50.8 + 100 + + + + + 121 + 100 + + + + + 241 + 100 + + + + + 483 + 100 + + + + + 635 + 100 + + + + + 953 + 100 + + + + + 1270 + 100 + + + + + 1910 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 22.00 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -8462,211 +8532,211 @@ - + - + - - - - - 0.0750 - 36 - - - - - 0.106 - 39 - - - - - 0.250 - 68 - - - - - 0.425 - 86 - - - - - 0.850 - 94 - - - - - 2.00 - 97 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 36 + + + + + 0.106 + 39 + + + + + 0.250 + 68 + + + + + 0.425 + 86 + + + + + 0.850 + 94 + + + + + 2.00 + 97 + + + + + 4.75 + 99 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 28.00 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -8680,211 +8750,211 @@ - + - + - - - - - 0.0750 - 14 - - - - - 0.106 - 16 - - - - - 0.250 - 32 - - - - - 0.425 - 76 - - - - - 0.850 - 96 - - - - - 2.00 - 99 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 14 + + + + + 0.106 + 16 + + + + + 0.250 + 32 + + + + + 0.425 + 76 + + + + + 0.850 + 96 + + + + + 2.00 + 99 + + + + + 4.75 + 100 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 7.50 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -8898,211 +8968,211 @@ - + - + - - - - - 0.0750 - 71 - - - - - 0.106 - 74 - - - - - 0.250 - 96 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 71 + + + + + 0.106 + 74 + + + + + 0.250 + 96 + + + + + 0.425 + 99 + + + + + 0.850 + 100 + + + + + 2.00 + 100 + + + + + 4.75 + 100 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 10.00 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -9116,211 +9186,211 @@ - + - + - - - - - 0.0750 - 45 - - - - - 0.106 - 50 - - - - - 0.250 - 59 - - - - - 0.425 - 69 - - - - - 0.850 - 82 - - - - - 2.00 - 95 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 45 + + + + + 0.106 + 50 + + + + + 0.250 + 59 + + + + + 0.425 + 69 + + + + + 0.850 + 82 + + + + + 2.00 + 95 + + + + + 4.75 + 100 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 12.50 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -9334,211 +9404,211 @@ - + - + - - - - - 0.0750 - 34 - - - - - 0.106 - 48 - - - - - 0.250 - 83 - - - - - 0.425 - 86 - - - - - 0.850 - 88 - - - - - 2.00 - 92 - - - - - 4.75 - 97 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 34 + + + + + 0.106 + 48 + + + + + 0.250 + 83 + + + + + 0.425 + 86 + + + + + 0.850 + 88 + + + + + 2.00 + 92 + + + + + 4.75 + 97 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 15.00 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -9552,211 +9622,211 @@ - + - + - - - - - 0.0750 - 23 - - - - - 0.106 - 33 - - - - - 0.250 - 97 - - - - - 0.425 - 99 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 23 + + + + + 0.106 + 33 + + + + + 0.250 + 97 + + + + + 0.425 + 99 + + + + + 0.850 + 100 + + + + + 2.00 + 100 + + + + + 4.75 + 100 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 17.50 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -9770,211 +9840,211 @@ - + - + - - - - - 0.0750 - 68 - - - - - 0.106 - 92 - - - - - 0.250 - 99 - - - - - 0.425 - 100 - - - - - 0.850 - 100 - - - - - 2.00 - 100 - - - - - 4.75 - 100 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 68 + + + + + 0.106 + 92 + + + + + 0.250 + 99 + + + + + 0.425 + 100 + + + + + 0.850 + 100 + + + + + 2.00 + 100 + + + + + 4.75 + 100 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 24.50 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -9988,211 +10058,211 @@ - + - + - - - - - 0.0750 - 48 - - - - - 0.106 - 54 - - - - - 0.250 - 73 - - - - - 0.425 - 82 - - - - - 0.850 - 90 - - - - - 2.00 - 94 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 48 + + + + + 0.106 + 54 + + + + + 0.250 + 73 + + + + + 0.425 + 82 + + + + + 0.850 + 90 + + + + + 2.00 + 94 + + + + + 4.75 + 99 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - PARTICLE SIZE + + Natural Ground - + - + 27.00 - + - + Cu double coef_uniformity - + Cc double coef_curvature - + D10 double d10 mm - + D30 double d30 mm - + D50 double d50 mm - + D60 double d60 mm - + USCS string uscs_symbol - + USCS Group Name string uscs_group_name - + AASHTO Symbol string aashto_symbol - + AASHTO Group Index integer aashto_group_index - + D15 double d15 - + D85 double d85 - + Percent Fines double percent_fines - + Percent Sand double percent_sand - + Percent Gravel double percent_gravel - + Percent Clay double clay_percent_5_micron - + Percent Silt double percent_silt - + Percent Cobbles double percent_cobbles @@ -10206,111 +10276,111 @@ - + - + - - - - - 0.0750 - 11 - - - - - 0.106 - 12 - - - - - 0.250 - 19 - - - - - 0.425 - 40 - - - - - 0.850 - 81 - - - - - 2.00 - 96 - - - - - 4.75 - 99 - - - - - 9.50 - 100 - - - - - 19.0 - 100 - - - - - 25.0 - 100 - - - - - 37.5 - 100 - - - - - 50.0 - 100 - - - - - 75.0 - 100 - - - - - - - - + + + + + 0.0750 + 11 + + + + + 0.106 + 12 + + + + + 0.250 + 19 + + + + + 0.425 + 40 + + + + + 0.850 + 81 + + + + + 2.00 + 96 + + + + + 4.75 + 99 + + + + + 9.50 + 100 + + + + + 19.0 + 100 + + + + + 25.0 + 100 + + + + + 37.5 + 100 + + + + + 50.0 + 100 + + + + + 75.0 + 100 + + + + + + + + - - Compaction Test + + laboratory_name - + Dataforensics @@ -10325,151 +10395,161 @@ - + - + 2.00 - + - + LabCompactionTestTrialPropertyType double dry_density_max lbf/ft3 - + LabCompactionTestTrialPropertyType double water_content_optimum % + + LabCompactionTestTrialPropertyType + double + specific_gravity_solids + - 115.50,16 + 115.50,16,2.65 - + - + ASTM D698 - + 1A - - + + remarks - 1 - 12.50 - 100.000 - - - - + 1 + 12.50 + 100.000 + + + + remarks2 - 2 - 15.50 - 115.500 - - - - + 2 + 15.50 + 115.500 + + + + remarks3 - 3 - 18.00 - 100.000 - - - + 3 + 18.00 + 100.000 + + + - - Compaction Test + + Natural Ground - + - + 4.00 - + - + LabCompactionTestTrialPropertyType double dry_density_max lbf/ft3 - + LabCompactionTestTrialPropertyType double water_content_optimum % + + LabCompactionTestTrialPropertyType + double + specific_gravity_solids + - 115.50,16 + 115.50,16, - + - + - + - - Density Test + + laboratory_name - + Dataforensics @@ -10484,30 +10564,30 @@ - + - + 2.00 - + - + double water_content_natural % - + double bulk_density lbf/ft3 - + double dry_density @@ -10522,61 +10602,61 @@ - + Approved - + method xyz CCRL - + sandy lean clay 1A - + reconstituted - + - - Density Test + + Natural Ground - + - + 4.00 - + - + double water_content_natural % - + double bulk_density lbf/ft3 - + double dry_density @@ -10591,26 +10671,26 @@ - + - + 2 - + - - Los Angeles Abrasion Tests + + laboratory_name - + Dataforensics @@ -10625,29 +10705,29 @@ - + - + 2.00 - + - + Los Angeles Percentage Wear double aggregate_LA_abrasion_loss % - + Los Angeles Coefficient double aggregate_la_coefficient - + Los Angles Wear Ratio double aggregate_la_wear_ratio @@ -10661,26 +10741,26 @@ - + Final - + Method 1234 CCRL - + Hard Limestone 1A - + Specimen Prep - + 0.425 @@ -10696,13 +10776,13 @@ - - Slake Durability Tests + + laboratory_name - + Dataforensics @@ -10717,18 +10797,18 @@ - + - + 2.00 - + - + double slake_durability_index @@ -10743,21 +10823,21 @@ - + Final - + A Method CCRL - + Some kind of shale 1A - + Spec Prep @@ -10772,36 +10852,36 @@ - - CBR + + Natural Ground - + - + 2.00 - + - + CBR at 0.1 double cbr_0.1 % - + CBR at 0.2 double cbr_0.2 % - + Moisture Content double water_content_natural @@ -10816,24 +10896,24 @@ - + Sandy Lean Clay 1A - + 105.00 91.30 15.50 - + - + Prep @@ -10845,17 +10925,17 @@ 1A - + 110.00 95.60 15.50 - + - + Prep @@ -10867,126 +10947,126 @@ 1A - + 115.00 100.00 15.50 - + - + Prep - - + + remarks go here - 1 + 1 - 15.40 - 12.0 - 13.0 - - - 2.000 - 1.00 - - - - - 4.000 - 3.00 - - - true - unsoaked - 5 - 2.0 - 15.50 - - - - + 15.40 + 12.0 + 13.0 + + + 2.000 + 1.00 + + + + + 4.000 + 3.00 + + + true + unsoaked + 5 + 2.0 + 15.50 + + + + remarks 2 go here - 2 + 2 - 15.00 - 13.0 - 14.0 - true - unsoaked - 5 - 2.1 - 15.50 - - - - + 15.00 + 13.0 + 14.0 + true + unsoaked + 5 + 2.1 + 15.50 + + + + remarks 3 go here - 3 + 3 - 15.40 - 14.0 - 15.0 - true - unsoaked - 5 - 2.2 - 15.50 - - - + 15.40 + 14.0 + 15.0 + true + unsoaked + 5 + 2.2 + 15.50 + + + - - CBR + + Natural Ground - + - + 4.00 - + - + CBR at 0.1 double cbr_0.1 % - + CBR at 0.2 double cbr_0.2 % - + Moisture Content double water_content_natural @@ -11001,7 +11081,7 @@ - + @@ -11009,18 +11089,18 @@ - + - - Consolidation Test + + laboratory_name - + Dataforensics @@ -11035,34 +11115,34 @@ - + - + 22.00 - + - + Cc double compression_index - + Preconsolidation Pressure double preconsolidation_pressure lbf/ft2 - + OCR double ocr - + Cr double recompression_index @@ -11076,10 +11156,10 @@ - + Final - + ASTM D2435 CCRL @@ -11090,7 +11170,7 @@ 1A - + 105.50 4359.15615639669 81.78 @@ -11102,12 +11182,12 @@ - + 25.00 - + Specimen remoulded at natural moisture content to specified bulk density. @@ -11118,7 +11198,7 @@ 1.0 10 - + Remarks go here @@ -11129,13 +11209,13 @@ 43591.5615639669 10 - + 0.50 0.010 - + 1.00 0.020 @@ -11156,40 +11236,40 @@ - - Consolidation Test + + Natural Ground - + - + 4.00 - + - + Cc double compression_index - + Preconsolidation Pressure double preconsolidation_pressure lbf/ft2 - + OCR double ocr - + Cr double recompression_index @@ -11203,9 +11283,9 @@ - + - + D4546 @@ -11216,19 +11296,19 @@ - + 0.650 - + 2.65 - + Remarks go here @@ -11239,13 +11319,13 @@ 43591.5615639669 10 - + 0.50 0.010 - + 1.00 0.020 @@ -11266,8 +11346,8 @@ - - Lab Pocket Pen + + remarks hp @@ -11277,18 +11357,18 @@ - + - + 2.00 - + - + Lab Pocket Pen double compressive_strength_unconfined @@ -11303,9 +11383,9 @@ - + - + sandy lean clay 1A @@ -11316,24 +11396,24 @@ - - Pocket Pen + + Natural Ground - + - + 7.50 - + - + Pocket Pen double compressive_strength_unconfined @@ -11348,31 +11428,31 @@ - + 0.25 - - Pocket Pen + + Natural Ground - + - + 10.00 - + - + Pocket Pen double compressive_strength_unconfined @@ -11387,31 +11467,31 @@ - + 2.25 - - Pocket Pen + + Natural Ground - + - + 17.50 - + - + Pocket Pen double compressive_strength_unconfined @@ -11426,31 +11506,31 @@ - + 3.50 - - Pocket Pen + + Natural Ground - + - + 22.00 - + - + Pocket Pen double compressive_strength_unconfined @@ -11465,31 +11545,31 @@ - + 2.50 - - Pocket Pen + + Natural Ground - + - + 24.50 - + - + Pocket Pen double compressive_strength_unconfined @@ -11504,31 +11584,31 @@ - + 1.50 - - Pocket Pen + + Natural Ground - + - + 27.00 - + - + Pocket Pen double compressive_strength_unconfined @@ -11543,31 +11623,31 @@ - + 4.50 - - Pocket Pen + + Natural Ground - + - + 28.00 - + - + Pocket Pen double compressive_strength_unconfined @@ -11582,20 +11662,20 @@ - + 4.50 - - Lab Resistivity + + laboratory_name - + Dataforensics @@ -11610,18 +11690,18 @@ - + - + 2.00 - + - + Lab Resistivity double resistivity @@ -11636,26 +11716,26 @@ - + Approved - + ASTM D1111 CCRL - + 20 - + sandy lean clay 1A - + 115.00 4 100.00 @@ -11665,7 +11745,7 @@ - + prepped @@ -11676,13 +11756,13 @@ - - Specific Gravity + + laboratory_name - + Dataforensics @@ -11697,18 +11777,18 @@ - + - + 2.00 - + - + Specific Gravity double specific_gravity_solids @@ -11722,10 +11802,10 @@ - + Approved - + Sandy lean clay 1A @@ -11736,24 +11816,24 @@ - - Specific Gravity + + Natural Ground - + - + 4.00 - + - + Specific Gravity double specific_gravity_solids @@ -11767,9 +11847,9 @@ - + - + @@ -11782,21 +11862,21 @@ Natural Ground - + - + - + 4.00 - + - + PPM double pid_result @@ -11811,28 +11891,28 @@ - + Natural Ground - + - + - + 7.50 - + - + PPM double pid_result @@ -11847,28 +11927,28 @@ - + Natural Ground - + - + - + 10.00 - + - + PPM double pid_result @@ -11883,28 +11963,28 @@ - + Natural Ground - + - + - + 12.50 - + - + PPM double pid_result @@ -11919,28 +11999,28 @@ - + Natural Ground - + - + - + 15.00 - + - + PPM double pid_result @@ -11955,28 +12035,28 @@ - + Natural Ground - + - + - + 17.50 - + - + PPM double pid_result @@ -11991,28 +12071,28 @@ - + Natural Ground - + - + - + 22.00 - + - + PPM double pid_result @@ -12027,28 +12107,28 @@ - + Natural Ground - + - + - + 24.50 - + - + PPM double pid_result @@ -12063,28 +12143,28 @@ - + Natural Ground - + - + - + 27.00 - + - + PPM double pid_result @@ -12099,28 +12179,28 @@ - + Natural Ground - + - + - + 28.00 - + - + PPM double pid_result @@ -12135,18 +12215,18 @@ - + - - Point Load Test + + laboratory_name - + Dataforensics @@ -12161,24 +12241,24 @@ - + - + 30.00 - + - + double Is tonf[US]/ft2 - + double Is50 @@ -12193,19 +12273,19 @@ - + Approved - + ASTM 12345 CCRL - + limestone R-1A - + diametral @@ -12214,13 +12294,13 @@ - - Point Load Test + + laboratory_name - + Dataforensics @@ -12230,24 +12310,24 @@ - + - + 30.00 - + - + double Is tonf[US]/ft2 - + double Is50 @@ -12262,18 +12342,18 @@ - + - + ASTM 12345 CCRL - + limestone R-1B - + axial