NYSDEC - Region 9 - Division ofenvironmental Remediation Stratigraphic and Instrumentation Log
|
|
- Esther Hope Evans
- 5 years ago
- Views:
Transcription
1 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: LO 1 NYSDC Staff: Brian Hourigan Date Completed: 9/15/ levation nstallation..- C N N P 0 T L R 0-1.3' Brown/gray very soft silt, some clay trace gravel (ML) ab sample = composite ofentire core. PD=O Recovery = 1.3' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 2 Static Level
2 Project Name: BR Location: R06 -R34 NYSDC Staff: BVH NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Stratigraphic Descr,iption & Remarks Date Completed: 9/15/ levation nstallation c N N P 0 ~ B R A L o-2.7' Brown, soft SLT and clay, little gravel (ML) Layer ofb~lack petroleum stained gravel at ', PD max hit ' Gray, loose GRAVL, some silt, little sand, little clay (GM), slight petroleum odor Lab sample at 0-6" Lab sample at 3.0' - 4.0' PD = 6 max Recovery = 4.0' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found \l Static Level T
3 Project Name: BR Location: 4-6l7-00-R06 -R56 NYSDC Staff: BVH NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Date Completed: 9/15/ levation nstallation c N N P 0 T L R 0-5.9' Brown/gray, soft SLT, some clay, little organic matter (ML)...grades to medium stiff, some fme sand at 3.0' Slight petroleum odor at very bottom of core Lab sample at 0-6" Lab sample at 4.9' - 5.9' PD=O Recovery = 5.9' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 'V Static Level ~
4 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log ~..,,,,,~"{-OF'-;'1J.~' '~~ :4.\ i~ ~ Project Name: BR '....w~~. g \~ ~, Date Completed: 9/15/ \-1; ~.' -"'0 i!'. Location: R06 'f"'!nyo\~'4., -R45 NYSDC Staff: BVH levation nstallation c N N P 0 T L R 0-4.7' Brown/gray, soft SLT, some clay, little sand (ML) Layer ofleaves and sand at 1.7' - 1.9' Layer of leaves and sand at 2.7' - 3.2'...grades to medium stiffat 3.2' Lab sample at 0-6" Lab sample at 3.7' - 4.7' PD=O Recovery = 4.7' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found \l Static Level T
5 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: R06 -R56 NYSDC Staff: Brian Hourigan Strat,igraphic Description & Remarks Date Completed: 9/15/ levation nstallation g ~ N; TL R 0-5.2' pray/brown, soft silt, some clay, some fine sand, trace prganic matter (ML)..grades to medium stiff at 1.0'..becomes dark gray with petroleum odor and staining at 5.0'-5.2' PD max hit 5.2'-5.7' 1).7-5.9' Brown medium dense gravel, some clay, some silt, some sand (GM-GC) Brown, medium stiff clay high plasticity (CH) lab sample at 0-6" lab sample at 4.7'-5.7' Pro = 37 max ~ecovery = 5.9' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 'V Static Level ~
6 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: R06 -R12 NVSDC Staff: Brian Hourjgan 0-0.8' pray/dark gray very soft silt, some clay, little gravel, ~ome petroleum odor and staining (ML) Date Completed: 9/15/ levation l nstallation c N N P 0 N B A T L R 0.8'-1.8' Brown/gray, loose gravel and sand, littlle silt, little lay, (GW) Pill max hit here ab sample at 0-6" ab sample at 0.8'-1.5' Pill = 80 max Recovery = 1.8' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 2. Static Level...
7 Project Name: BR Location: R02 NYSDC Staff: BVH NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Date Completed: 9/15/ levation nstallation c N N P 0 T L R ' Gray, loose GRAVL, some silt, some clay (GM) ' Gray/brown, very soft SLT, some clay, trace sand, trace gravel (ML) ' Gray, very soft SLT, some gravel, some clay, glass fragments (ML) Lab sample = composite of entire core PD=O Recovery = 1.6' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found V Static Level..
8 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: L02 NYSDC Staff: Brian Hourigan 0-1.5' pray/brown, very soft silt, some day, some zebra ~ussels at top (ML) Date Completed: 9/15/ levation nstallation c N N P 0 T L R ab sample = composite of entire core PD=O ~ecovery = 1.5' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found \1 Static Level T
9 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: L02 NYSDC Staff: Brian Hourigan Date Completed: 9/15/ levation nstal1ation c o N T N M B R N ~ v :1 D A L 0-005' 0.5'-0.9' park gray very soft silt, some clay, some petroleum pdor and staining (ML) ~rown, medium stiff clay, some gravel (CH-GC) 0.9'-1.3' park gray, soft silt, some gravel, petroleum odor and staining (ML) PD max hit here 1.3'-2.0' ~rown stiff clay, high plasticity (CH) ab sample = composite of entire core. Triple volume or MS/MSD. PD = 54 max Recovery = 2.0' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 2. Static Level...
10 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: C35 NYSDC Staff: Brian Hourigan Date Completed: 9/15/ , levation 1 nstallation c o u ~ N N M V B A ~ ~ 0-5.9' bray/brown very soft silt and clay, some organic ~atter (ML)..grades to soft at 2.5',..grades to medium stiff at 4.3' lab sample = composite of3.0' - 5.0' PD not working ~ecovery = 5.9' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found ~ Static Level T
11 Location: C03 NYSDC Staff: Brian Hourigan NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log 0- LO bray, very soft silt little clay some large rounded gravel some sand slight petroleum odor (ML) Date Completed: 9/15/ levation nstallation c N N p 0 T L R Gray, medium dense fine sand, some silt, some large gravel, some wood frags, some clay, petroleum odor SM) Brown stiff clay, high plasticity (CH) ~ab sample - composite of entire core Pill - 0 Recovery - 3A' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 7... Static Level...
12 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: C03 NYSDC Staff: Brian Hourigan Date Completed: 9/16/05 HOO levation nstallation c - - N N P 0 T L R 0-2.8' bray/brown medium stiff silt, some clay (ML) layer of leaves with fine sand at 1.4' 12.8'-3.4' bray sand and gravel, some silt, some clay, some petroleum odor and staining (SM) lab sample = composite of entire core pm not working Recovery = 3.4' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 'f Static Level...
13 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: C07 NYSDC Staff: Brian Hourigan 0-7.0' pray/brown very soft silt and clay, some organic ~atter (ML)..grades to soft at 3.1' Date Completed: 9/16/05, levation 1240 nstallation c N N P 0 M V 0 T L R!..grades to medium stiffat 5.5' lab sample =composite ofentire core 0-7.0',PlD not working Recovery = 7.0' \ Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found \l Static Level T
14 NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log Location: C07 NYSDC Staff: Brian Hourigan, Date Completed: 9/16/ levation r nstallation g ~ N M V ~ _-~--_ _ll T L R ~ D 0-6.9' pray/brown very soft silt and clay, some organic Platter (ML)..grades to soft at 2.2'..grades to medium stiff at 4.5' lab sampfe = composite ofentire core 0-6.9' PlD not working Recovery = 6.9' Notes: Measuring Point levations May Change: Refer to Current levation Table Grain Size 0 Water Found 'V Static Level...
NYSDEC - Region 9 - Division ofenvironmental Remediation Stratigraphic and Instrumentation Log
Project Name: Location: BR NYSDC Staff: TJB NYSDC - Region 9 - Division ofnvironmental Remediation Stratigraphic and nstrumentation Log 4-652-00-L06 -L 0-4 Gray Green, Silt, Soft Some Clay and Organics
More informationDRILL HOLE # BH-BGC13-FN-01
DILL HOLE # BH-BGC3-FN-0 Drill Method: Mud otary/coring Depth To ock (m): N/A Page of 7 eviewed by: AJB 0 GAVEL (GW) Fine to coarse, sandy, well graded, dense, max particle size = 30 mm, angular to subrounded,
More informationProject: ITHACA-TOMPKINS REGIONAL AIRPORT EXPANSION Project Location: ITHACA, NY Project Number: 218-34 Key to Soil Symbols and Terms TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE-GRAINED SOILS (major
More informationSOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED
More informationDashed line indicates the approximate upper limit boundary for natural soils. C L o r O L C H o r O H
SYMBOL SOURCE 8 9 1 SOIL DATA NATURAL SAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY NO. CONTENT LIMIT LIMIT INDEX (%) (%) (%) (%) Client: County of Berthoud Project: Project No.: Boring B-2 S-1-5' 6.2 8
More informationPhoto 1 - Southerly view across 2700 parking lot toward existing building. Multi-residential building borders western side of property in upper right of view. Photo 2 - Southerly view across 2750 parking
More informationAPPENDIX A. Borehole Logs Explanation of Terms and Symbols
APPENDIX A Borehole Logs Explanation of Terms and Symbols Page 153 of 168 EXPLANATION OF TERMS AND SYMBOLS The terms and symbols used on the borehole logs to summarize the results of field investigation
More informationParsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG
Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG GEOLOGIC LOG DATE STARTED: DATE COMPLETED: 08-Sep-09 08-Sep-09 LOGGER: Quin Kinnebrew WEATHER: Clear & Warm PAGE 1 OF 2 WELL NO. GMW-66 COMPANY NAME:
More informationCE 240 Soil Mechanics & Foundations Lecture 3.2. Engineering Classification of Soil (AASHTO and USCS) (Das, Ch. 4)
CE 240 Soil Mechanics & Foundations Lecture 3.2 Engineering Classification of Soil (AASHTO and USCS) (Das, Ch. 4) Outline of this Lecture 1. Particle distribution and Atterberg Limits 2. Soil classification
More informationDepth (ft) USCS Soil Description TOPSOIL & FOREST DUFF
Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,
More informationAPPENDIX C HYDROGEOLOGIC INVESTIGATION
Figure B-5.7 Figure B-5.8 Preliminary Geotechnical and Environmental Report Appendix C Hydrogeologic Investigation APPENDIX C HYDROGEOLOGIC INVESTIGATION December 21, 2011 WESTSIDE SUBWAY EXTENSION PROJECT
More informationDATE: 5/17/2012. LOGGED BY: Geoff Richards. COMPANY: Tetra Tech EM, Inc. DRILL FOREMAN: Walter
ATTACHMENT 2 Page 1 of 1 B1 0 1 2 FILL, Dry; brownish red; clayey silt and gravel; ~30% gravel size fragments of dark grey microcrystalline (aphanetic), extrusive, igneous, rock 3 B1-4a 1100 B1-4b-duplicate
More informationProject No: 68R3056 Client: City of Frederick Project: RFQ 14-H Future North Side Water Tank City/State: 7516 Hayward Road, Frederick, MD
Boring: SB-1 (1 of 1) Moist, brown to orange brown CLAY and SILT, trace sand with fine weathered rock fragments. POSSIBLE FILL. Dry, orange brown sandy SILT trace clay (SM-ML). RESIDUAL SOIL : Not Surveyed
More informationLog of Monitoring Well D58B
Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: 20240412.W1000 Log of Monitoring Well D58B Sheet 1 of 7 Date(s) Drilled Drilling Method Drill
More informationPARQUE COLON AGUADILLA (LAND PROPERTY OF MUNICIPIO AGUADA) LOT PROPERTY OF SUNC. ESTEVEZ BW-1 BW-5 BW-2 DB1 BW-3 DB2 BW-4 DB3 GWS-1
N 64650 N 64600 N 64550 N 64500 N 64450 N 64400 N 64350 N 64300 N 64250 N 64200 N 64150 N 64100 N 64050 N 64000 N 63950 N 63900 N 63850 N 63800 N 63750 N 63700 N 63650 N 63600 N 63550 N 63500 N 63450 N
More informationSolution:Example 1. Example 2. Solution: Example 2. clay. Textural Soil Classification System (USDA) CE353 Soil Mechanics Dr.
CE353 Soil Mechanics CE353 Lecture 5 Geotechnical Engineering Laboratory SOIL CLASSIFICATION Lecture 5 SOIL CLASSIFICATION Dr. Talat A Bader Dr. Talat Bader 2 Requirements of a soil Systems Why do we need
More informationADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON
F I N A L A D D E N D U M 1 R E P O R T ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON REPORT OF GEOTECHNICAL INVESTIGATION URS JOB NO. 3376186 Prepared for Tetra Tech Inc. 142
More informationField Exploration. March 31, J-U-B ENGINEERS, Inc. 115 Northstar Avenue Twin Falls, Idaho Attn: Mr. Tracy Ahrens, P. E. E:
March 31, 201 11 Northstar Avenue 83301 Attn: Mr. Tracy Ahrens, P. E. E: taa@jub.com Re: Geotechnical Data Report Preliminary Phase 1 Field Exploration Revision No. 1 Proposed Rapid Infiltration Basin
More informationAPPENDIX B: BORING LOGS
New Orleans Levee Systems Independent Levee Hurricane Katrina Investigation Team July, 6 APPENDIX B: BORING S As part of the field investigation 9 borings were performed at the sites of interest, as listed
More informationLEGEND BUSINESS ZONE NORTH OF AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE. Powells Road TEST PIT AGRESEARCH INNOVATION PARK. Hamilton Ring Road
LEGEND ra R aku Ru BUSINESS ZONE NORTH OF Powells Road oad AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE 3 mm TEST PIT AS121 SCPT12 TP18 BH13 TP15 2 AS125 AS126 TP14 BH12 AGRESEARCH CPT13 TP17 INNOVATION
More informationTP-1 N61E 0 DARK BROWN SANDY SILT (ML) stiff, wet with roots (Disturbed Surficial Soil) DEPTH (FEET) 5 REDDISH BROWN SANDSTONE intensely fractured, weak to friable, deeply weathered, tight (Franciscan
More informationINTERV AL SHEET. VDMR Well No.: WELL NO. 699 WWCR #186. Oil Gas, Water_ X,Exp1oratory. From- To 300_ _ _ _
) Page,_-=-H~l,-- Date, 8~-~2~7_-~62=- PROP: PROP : BLUE RIDGE POULTRY AND EGG CXi. #2 COMP: COMP : SYDNOR COUNTY: SHENANDOAH COUNTY: (CDLUMB IA FURNACE) VDMR WELL NO. W699 FROM: TO : INTERV AL SHEET VDMR
More informationUNIT DESCRIPTIONS: Artificial Fill, Undocumented (Afu): Locally derived sandy silt and silty sand, locally with clay and varying amounts of gravel and man-made debris. Abundant concrete rubble, in places
More informationB-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS.
N B-1 SYMBOLS: Exploratory Boring Location Project Mngr: BORE LOCATION PLAN Project No. GK EXHIBIT Drawn By: 115G1063.02 GK Scale: Checked By: 1045 Central Parkway North, Suite 103 San Antonio, Texas 78232
More informationSOIL FORMATION SOIL CLASSIFICATION FOR GEOTECHNICAL ENGINEERS. Soil Properties and Classification
SOIL CLASSIFICATION FOR GEOTECHNICAL ENGINEERS Soil Properties and Classification Soil Formation Soil Types Particle Size Analysis and Grading Characteristics Consistency Indices Engineering classification
More informationJim Christal Rd B2 B1 B3
Jim Christal Rd B1 B2 B3 KEY O YMBOL AND ERM LIHOLOGIC YMBOL Asphalt ARIFICIAL Aggregate Base Concrete Fill CH: High Plasticity Clay CL: Low Plasticity Clay Consistency Very oft oft Medium tiff tiff Very
More informationWELL NUMBER 14-BW03 PAGE 1 OF 5
WELL 14-BW03 PAGE 1 OF 5 IENT PROJECT DATE STARTED 4/30/14 COMPLETED 5/1/14 GROUND ELEVATION 1157.89 ft HOLE SIZE 9 5/8 inches DRILLING CONTRACTOR Cascade Drilling NORTHING 670592.2 EASTING 1937845.8 DRILLING
More informationClay Robinson, PhD, CPSS, PG copyright 2009
Engineering: What's soil got to do with it? Clay Robinson, PhD, CPSS, PG crobinson@wtamu.edu, http://www.wtamu.edu/~crobinson, copyright 2009 Merriam-Webster Online Dictionary soil, noun 1 : firm land
More informationFeet. SAND; clayey, fine grained; shells are common; rounded quartz grains. SHELLS; muddy; almost no sand, shells and fragments common
SAND; clayey, fine grained; shells are common; rounded quartz grains SHELLS; muddy; almost no sand, shells and fragments common SAND; back to medium to fine; has a mottled appearance and looks burrowed;
More informationHydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)
TABLE 1 WELL CONSTRUCTION DETAILS MOE WWR No Well ID Location Installation Date Status Easting Coordinates Northing Source Elevation Screened Interval Screened Material Borehole Well Stick-up Ground Top
More informationGZA GeoEnvironmental, Inc.
GZA BORING NO.: GZ-1 SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -.8 Final Boring
More informationAPPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
More informationREPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Bryndwr Appendix C: Borehole Logs
REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Bryndwr Appendix C: Borehole Logs REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual
More information4. Soil Consistency (Plasticity) (Das, chapter 4)
4. Soil Consistency (Plasticity) (Das, chapter 4) 1 What is Consistency? Consistency is a term used to describe the degree of firmness of fine-grained soils (silt and clay). The consistency of fine grained
More informationAPPENDIX A GEOTECHNICAL REPORT
The City of Winnipeg Bid Opportunity No. 529-2017 Template Version: C420170317 - RW APPENDIX A GEOTECHNICAL REPORT Quality Engineering Valued Relationships KGS Group 2017 Industrial Street Rehabilitation
More informationFIGURES 200 200 200 SW 175TH AVE 350 SW SCHOLLS FERRY RD SW FRIENDLY LN Area 64 SW ROY ROGERS RD 300 250 SW ONEILL CT SW LUKE LN SW LEEDING LN SW TUSCANY ST SW 164TH AVE SW BULL MOUNTAIN RD SW 164TH AVE
More informationIntegrated Ground Behavior
Integrated Ground Behavior Part A: Particle-level Phenomena & Macroscale Behavior (J. Carlos Santamarina) Georgia Institute of Technology fluid particles microorganisms mineral size shape surface charge
More informationAppendix G GEOLOGICAL INVESTIGATION
Appendix G GEOLOGICAL INVESTIGATION JOB NUMBER: 3268.001 DATE: 10-14-13 BY: CC SITE 0 2000 1"=2000' VICINITY MAP CARGILL PARCEL HICKORY STREET AND ENTERPRISE DRIVE NEWARK, CALIFORNIA FOR
More informationH.1 SUMMARY OF SUBSURFACE STRATIGRAPHY AND MATERIAL PROPERTIES (DATA PACKAGE)
DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.1 SUMMARY OF SUBSURFACE STRATIGRAPHY AND MATERIAL PROPERTIES (DATA PACKAGE) Parsons P:\Honeywell -SYR\444576 2008 Capping\09
More informationSoil Mechanics Brief Review. Presented by: Gary L. Seider, P.E.
Soil Mechanics Brief Review Presented by: Gary L. Seider, P.E. 1 BASIC ROCK TYPES Igneous Rock (e.g. granite, basalt) Rock formed in place by cooling from magma Generally very stiff/strong and often abrasive
More informationSediment. Weathering: mechanical and chemical decomposition and disintegration of rock and minerals at the surface
Sediment Some basic terminology Weathering: mechanical and chemical decomposition and disintegration of rock and minerals at the surface Erosion: removal of weathered rock and minerals from one place to
More informationMay 4, Mr. Bruce Hampson Town of Wilton Miller-Driscoll School Building Committee 238 Danbury Road Wilton, Connecticut 06897
May 4, 2015 Mr. Bruce Hampson Town of Wilton Miller-Driscoll School Building Committee 238 Danbury Road Wilton, Connecticut 06897 RE: Focused Soil Investigation Miller-Driscoll School Wilton, CT TRC Project
More informationIN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION Nancy Case O Bourke, PE 1, Gregory L. Hartman, PE 2 and Paul Fuglevand, PE 3 ABSTRACT In-situ specific gravity
More informationGEOLOGIC LOG Sand - orange-brown, slightly clayey; fine- to medium-grained, very well-sorted, subangular to subrounded; trace of feldspar
OWNER: Fred W. Haislip DRILLER: Douglas & Dickinson, Inc. COUNTY: Northumberland (Burgess) Depth in feet GEOLOGIC LOG VDMR: WWCR: TOTAL DEPTH: 2000 140 673' COLUMBIA GROUP (0-42') 0-10 Sand - orange-brown,
More informationCITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: Contract No.: TO: All Recipients Date: April 14, 2014
CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: 13-3-1.32 Contract No.: 11 TO: All Recipients Date: April 14, 214 SUBJECT: Addendum No.1 This seventeen (17) page Addendum forms a
More informationIntroduction to Soil Mechanics Geotechnical Engineering-II
Introduction to Soil Mechanics Geotechnical Engineering-II ground SIVA Dr. Attaullah Shah 1 Soil Formation Soil derives from Latin word Solum having same meanings as our modern world. From Geologist point
More informationD-23 DRILL LOG HOLE NO. : B - TOG - 1 SHEET NO. 1 OF 1 DESCRIPTION BLOW(CM)
DRILL LOG NO. : B - TOG - 1 PROJECT THE STUDY FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 1.00 M ELEVATION : +.31 M SITE TUALANGO VILLAGE COORDINATE X : 0 01.36' INCLINATION : 0 O DRILLING : KOKEN OE
More informationTable 3. Empirical Coefficients for BS 8002 equation. A (degrees) Rounded Sub-angular. 2 Angular. B (degrees) Uniform Moderate grading.
Hatanaka and Uchida (1996); ' 20N 20 12N 20 ' 45 A lower bound for the above equation is given as; 12N 15 ' 45 Table 3. Empirical Coefficients for BS 8002 equation A Angularity 1) A (degrees) Rounded 0
More informationLiquefaction: Additional issues. This presentation consists of two parts: Section 1
Liquefaction: Additional issues Ahmed Elgamal This presentation consists of two parts: Section 1 Liquefaction of fine grained soils and cyclic softening in silts and clays Section 2 Empirical relationship
More informationDATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS
DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS SUBMITTED TO PORT OF GALVESTON 123 ROSENBERG AVENUE, 8TH FLOOR GALVESTON, TEXAS 77553 BY HVJ ASSOCIATES, INC. HOUSTON,
More informationTechnical Memorandum. Soil Borings
Technical Memorandum To: Project File and Appendix F to Sediment Remedial Investigation Report From: Sara L. Leow, PE Subject: Geotechnical Investigation and Results Summary Date: February 213 Project:
More informationDecember 5, Junction Gateway, LLC 7551 W. Sunset Boulevard #203 Los Angeles, CA Mr. James Frost P: Dear Mr.
December 5, 2014 Junction Gateway, LLC 7551 W. Sunset Boulevard #203 90046 Attn: Re: Mr. James Frost P: 323.883.1800 Geotechnical Update Letter Sunset & Effie Mixed Use Development 4301 to 4311 Sunset
More informationCorrelation of unified and AASHTO soil classification systems for soils classification
Journal of Earth Sciences and Geotechnical Engineering, vol. 8, no. 1, 2018, 39-50 ISSN: 1792-9040 (print version), 1792-9660 (online) Scienpress Ltd, 2018 Correlation of unified and AASHTO classification
More informationTikrit University College of Engineering Civil engineering Department
Tikrit University SOIL CLASSIFICATION College of Engineering Civil engineering Department Soil Mechanics 3 rd Class Lecture notes Up Copyrights 2016 Classification of soil is the separation of soil into
More informationCivil Engineering, Surveying and Environmental Consulting WASP0059.ltr.JLS.Mich Ave Bridge Geotech.docx
2365 Haggerty Road South * Canton, Michigan 48188 P: 734-397-3100 * F: 734-397-3131 * www.manniksmithgroup.com August 29, 2012 Mr. Richard Kent Washtenaw County Parks and Recreation Commission 2330 Platt
More informationNew WW Hastings Hospital Geotechnical Investigation RFP Addendum #1
88 E. Marshall Street, Suite 0 Tulsa, OK 76 98 8 9 Phone 98 8 798 FAX DATE: April 9, 0 ADDENDUM NO.: PROJECT: New WW Hastings Hospital BID PACKAGE NO: Geotechnical Investigation RFP SUBMITTED BY: CNCR
More informationAppendix F Laboratory test results
Appendix F Laboratory test results SOIL AND ROCK SAMPLE ANALYSIS LABORATORY TEST REPORT To: Bord Gais Copy: Orla Smyth (kkidd@bge.ie) From: Stephen Watson Laboratory Manager Causeway Geotech Ltd Tel: +44(0)2827666640
More informationGeotechnical Data Report
Geotechnical Data Report ReWa Solar Farm at Durbin Creek Fountain Inn, South Carolina September 1, 2017 Terracon Project No. 86165043 Prepared for: Renewable Water Resources Greenville, South Carolina
More informationSAND. By A S M Fahad Hossain Assistant Professor Department of Civil Engineering, AUST
SAND By A S M Fahad Hossain Assistant Professor Department of Civil Engineering, AUST Definition Sand is a loose, fragmented, naturally-occurring material consisting of vary small particle (fine to medium
More informationDIVISION OF MINERAL OFFICE ADDRESS, JAMES L. CALVER. COMMISSIONER '-, riottesville, VA WATER WELL COMPLETION REPORT
MAILING ADDRESS, P. 3667 COMMONWEAL TH OF VIRGINIA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT \ VDMR: 2332 WWCR: 79 DIVISION OF MINERAL OFFICE ADDRESS, JAMES L. CALVER. COMMISSIONER '-, riottesville,
More informationTC211 Workshop CALIBRATION OF RIGID INCLUSION PARAMETERS BASED ON. Jérôme Racinais. September 15, 2015 PRESSUMETER TEST RESULTS
Jérôme Racinais September 15, 215 TC211 Workshop CALIBRATION OF RIGID INCLUSION PARAMETERS BASED ON PRESSUMETER TEST RESULTS Table of contents 1. Reminder about pressuremeter tests 2. General behaviour
More informationFeet CLAY; silty, greenish gray and clayey fine sand; Color: 5Y 3/1
-. CLAY; silty, greenish gray and clayey fine sand; Color: Y /. -. SAND; fine-medium, clayey, with sandy clay layers; very abundant broken thin, tiny shells; shell hash at several horizons, heavily burrowed;
More information_ ë Z= M. SITE 934 HOLE A CORE 1H CORED mbsf 934A-1H 1. Graphic Structure. Description. Lith.m
SITE 934 HOLE A CORE 1H CORED 0.0-4.3 mbsf 934A-1H 1 1-2 3 m _ ë Z= M 10YR 5/3 5GY 5/1 N1 CALCAREOUS CLAY, CLAY and SILTY CLAY WITH SILT LAMINAE Major Lithologies: The top 87 cm of Section 1 is composed
More informationSedimentary Rocks. Weathering. Mechanical & Chemical Weathering. Sediments. Lithification. Deposition. Transport. Erosion.
Lithification Sedimentary Rocks Sediments Deposition Transport Erosion Weathering Weathering The sediments that make up sedimentary rocks are produced by: Mechanical & Chemical Weathering Mechanical Weathering
More informationB-1 SURFACE ELEVATION
5A 5B LOGGED BY El. S. Bhangoo DRILLING CONTRACTOR Pitcher Drilling DRILLING METHOD Rotary Wash BEGIN DATE 12-14-12 SAMPLER TYPE(S) AND SIZE(S) (ID) SPT, MC BOREHOLE BACKFILL AND COMPLETION COMPLETION
More informationIntegration of Seismic Refraction and 2D Electrical Resistivity in Locating Geological Contact
Open Journal of Geology, 2013, 3, 7-12 doi:10.4236/ojg.2013.32b002 Published Online April 2013 (http://www.scirp.org/journal/ojg) Integration of Seismic Refraction and 2D Electrical Resistivity in Locating
More informationVDMR Well No GEOLOGIC LOG. Depth in feet. NO sample 0-3 COLUMBIA GROUP 3-5 (3-13')
VDMR Well No. 2214 Well: DVL (Drewryville Property: state road right-of-way Driller: Froehling and Robertson Location: near Drewryville, on Rte. 659 and 0.4 mile N of Rte. 652 Elevation: 50 feet Total
More informationOWNER: Lone Star Cement Corporation DRILLER: R. L. Magette Well Drilling Corp. COUNTY: Norfolk (S. Norfolk). GEOLOGIC LOG. feet.
Lone Star Cement Corporation DRILLER: R. L. Magette Well Drilling Corp. COUNTY: Norfolk (S. Norfolk). W: 2111 C: 165 TOTAL DEPTH: 800' GEOLOGIC LOG Depth feet in 0-40 No Samples YORKTOWN FORMATION (40-360')
More information3.0 SUMMARY OF FINDINGS
AECOM 500 W Jefferson St. Suite 1600 Louisville, KY 40202 www.aecom.com 502-569-2301 tel 502-569-2304 fax October 17, 2018 Big Rivers Electric Corporation Sebree Generating Station 9000 Highway 2096 Robards,
More informationFeet. Cape May Core #51 Start depth: 240 ft Stop depth: 245 ft Recovery (ft): 5.1 ft Date: 3/21/94 Described by: JVB, KGM, CL. 5.
SAND; medium to fine sand with abundant silt, homogenous slightly mottled appearance; mica on outside, mostly quartz; few darks; peat layer.9 - ft; cnv - same as above; the last few cores are all the same;
More informationGEOTECHNICAL REPORT. Matanuska-Susitna Borough. Parks Highway Connections Museum Drive. Matanuska-Susitna Borough, Alaska.
Matanuska-Susitna Borough GEOTECHNICAL REPORT Parks Highway Connections Museum Drive Matanuska-Susitna Borough, Alaska March 2, 20 Prepared By: John Thornley, PE Geotechnical Engineer 333 Arctic Blvd.,
More informationGEOLOGIC LOG. sandy. coarse-grained, dark-green autochthonous glauconite; minor amount of sand-grade shell debris, foraminifers rare
OWNER: William E. Hackney o (Rivercliff Subdivision) DRILLER: Pittman wood & Metal Products Co. COUNTY: Nansemond (Driver) VDMR: WWCR: TOTAL DEPTH: 2092 173 607' GEOLOGIC LOG Depth in feet COLUMBIA GROUP
More informationBR-01 PAINT BRIDGE NO. 55 C GENERAL PLAN 720'-0" VC 605'-0" VC 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET.
2'-" VC 6'-" VC BB EB 1 1 1 1 1 TV - " TV CONDUITS (COX E 8 - " ELECTRIC CONDUITS (SDG & E T - " TELEPHONE CONDUITS 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET. 2.
More information, , INTERVAL SHEET WWCR 133. VDMR WELL NO.: Well No
Pa ge 1 INTERVAL SHEET VDMR WELL NO.: Well No. 1184 WWCR 133 Date 11/16/64 Sample Interval: fr om'--_o=-- to 640 PROP : Ditchley Water Works Total Depth_-64.:.0- COMP: Fedderoff Bros. COUNTY: Northumberland
More informationSITE VICINITY MAP CSWCD RAINIER SINKHOLE
RANER QUADRANGLE OREGONWASHNGTON.7.5MNUTE SERES (TOPOGRAPHC) 1000 1000 1000.5.5 SCALE 1:24 000 KLOMETERS METERS 0 1000 MLES 2000 3000 4000 5000 6000 7000 FEET CONTOUR NTERVAL 20 FEET SUPPLEMENTARY CONTOUR
More informationGeotechnical Engineering I CE 341
Geotechnical Engineering I CE 341 What do we learn in this course? Introduction to Geotechnical Engineering (1) Formation, Soil Composition, Type and Identification of Soils (2) Soil Structure and Fabric
More informationReport of Geotechnical Data
Report of Geotechnical Da NAMA Rehabilite Potable Wer Lines Washington, DC F&R Project No. 7U89 Prepared For: CHM Hill 87 Stony Point Parkway, Suite 11 Richmond, Virginia 335 Prepared By: Froehling & Robertson,
More informationThis is start of the single grain view
SOIL TEXTURE, PARTICLE SIZE DISTRIBUTION, SPECIFIC SURFACE AND CLAY MINERALS We will assess the physical realm of soil science in a piecewise fashion starting with the physical phases of soil, -- a single
More informationRedwood City Harbor, California, Navigation Improvement Feasibility Study. Appendix D. Geotechnical Engineering. DRAFT April 2015
1 Redwood City Harbor, California, Navigation Improvement Feasibility Study Appendix D Geotechnical Engineering DRAFT April 2015 2 Contents 1 Purposes of Report... 3 2 Background... 3 3 References and
More informationA. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1
Geology and Soil Mechanics 55401 /1A (2002-2003) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
More informationGeology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet.
Geology and Soil Mechanics 55401 /1A (2003-2004) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
More informationThe more common classification systems are enlisted below:
A number of systems of classification have been evolved for categorizing various types of soil. Some of these have been developed specifically in connection with ascertaining the suitability of soil for
More informationAppendix 1 MONITORING BORE LOGS
Appendix 1 MONITORING BORE LOGS Level 2, Mallon St, Bowen Hills, Queensland GCQ-MB1 GDA94 Z6 ~62m AHD 8 Aug 212 467 me, 688923 mn Lithologic Description GCQ-MB1 Bore Description TOPSOIL: silty sand, dark
More informationGeology 229 Engineering Geology. Lecture 8. Elementary Soil Mechanics (West, Ch. 7)
Geology 229 Engineering Geology Lecture 8 Elementary Soil Mechanics (West, Ch. 7) Outline of this Lecture 1. Introduction of soil properties 2. Index properties of soils Soil particles Phase relationship
More informationGeotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Polecat Creek Bridge (Bridge A) June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Prepared by: Terracon Consultants, Inc. TABLE
More informationArdaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION DRAINAGE IMPROVEMENTS TO THE HENDRY COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants OFFICES Orlando, 88 S. Orange Avenue, Orlando,
More informationVOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPORT CAPITAL REGION RESOURCE RECOVERY CENTRE
VOLUME III GEOLOGY, HYDROGEOLOGY & GEOTECHNICAL REPT CAPITAL REGION RESOURCE RECOVERY CENTRE APPENDIX A Borehole Records December Report No. //vol III LIST OF ABBREVIATIONS The abbreviations coonly employed
More informationA. IGNEOUS Rocks formed by cooling and hardening of hot molten rock called magma (within crust or at its surface).
EARTH SCIENCE 11 CHAPTER 5 NOTES KEY How Earth's Rocks Were Formed Early geologists believed that the physical features of the Earth were formed by sudden spectacular events called CATASTROPHES. Modern
More informationREPORT OF PRELIMINARY SUBSURFACE EXPLORATION. VCU Basketball Practice Facility 1300/1328 West Marshall Street City of Richmond, Virginia.
REPORT OF PRELIMINARY SUBSURFACE EXPLORATION VCU Basketball Practice Facility 100/18 West Marshall Street City of Richmond, Virginia For Mr. Carl F. Purdin, AIA Assistant Director of Design Services VCU
More information& $ CORED mbsf SITE 932 HOLE A. Graphic Lith. Section Age. Sample. Disturb. Meter. Color. Description. Structure. CALCAREOUS CLAY and CLAY
SITE 932 HOLE A Meter 1_ 2_ 3_ 4_ 5_ 6 : 3 α IV.V.V a πt = π 4..-.V. Section Age 1 2 3 4 CC late Pleistocene \ Holocene CORE & & $ Disturb 1H Sample S S S S I M Color 1YR 5/3 2. 4/2 4/1 CORED.-6. mbsf
More informationGY 402: Sedimentary Petrology
UNIVERSITY OF SOUTH ALABAMA GY 402: Sedimentary Petrology Lecture 2: Grain size and Descriptive Parameters Instructor: Dr. Douglas W. Haywick Lecture 2 Agenda A) Basic sediment grain size B) Ternary plots
More informationFrom - To 0,00-4,90 4,90-6,40 6,40-8,60 8,60-9,60 9,60-10,50 10,50-12,00 12,00-14,80 14,80-15,80 15,80-19,30 19, ,00
Závěrka 12,Praha 6,169 00 Log of Boring BH1 Project ID: 2018_A-017 Annex no.: A.1G Drilling equipment: Hütte 202 TF Location: Prague 12 Overall depth: 2 m Borehole position: Date start: 22.11.2017 Foreman:
More informationGeotechnical Data Report
Geotechnical Data Report Downtown Greenville Future Conveyance Study December 1, 2015 Terracon Project No. 86155032 Prepared for: Prepared by: Terracon Consultants, Inc. December 1, 2015 561 Mauldin Road
More informationTerraprobe Consulting Geotechnical & Environmental Engineering Construction Materials Inspection & Testing
Terraprobe Consulting Geotechnical & Environmental Engineering Construction Materials Inspection & Testing GEOTECHNICAL INVESTIGATION BLOCKS TO PIER HAMILTON, ONTARIO PREPARED FOR: City of Hamilton Waterfront
More informationTHREE TEETH. ONE HOLDER.
The most THREE TEETH. ONE HOLDER. [NR] Radial Wedge [NRW] Strata [SR] Rotating Conical PATENT NO. D778,967 87 Series Teeth and Holder.87" Shank 2.03" [51.50] 2.50" [63.50] NRH-87 Trident Holder for.87"
More informationName: Period: Date: Sedimentary Rock Lab (Formation, Properties, and Ancient Depositional Environments)
Name: Period: Date: Sedimentary Rock Lab (Formation, Properties, and Ancient Depositional Environments) BIG IDEA: Earth s immense history is recorded in the rocks. Sedimentary rocks tell us about ancient
More informationRestraining Thrust Forces. DIPRA Member Companies. DIPRA Website (www.dipra.org) DIPRA Computer Programs. AWWA Standards
DIPRA Member Companies 1915 DIPRA Website (www.dipra.org) DIPRA Computer Programs Thickness Design of Ductile Iron PIpe Hydraulic Analysis of Ductile Iron Pipe Thrust Restraint Design for Ductile Iron
More informationDIVISION OF MINERAL RESOURCES JAMES L. CALVER, COMMISSIONER WATER WELL COMPLETION REPORT
MAILING ADDRESS, Bc 3667 C. Jiottesville, VA 22903 COMMONWEALTH OF VIRGI N IA DEPARTMENT OF CONSERVATION AND ECONOMIC DEVELOPMENT DIVISION OF MINERAL RESOURCES JAMES L. CALVER, COMMISSIONER WATER WELL
More informationGEOLOGICAL PROCESSES AND MATERIALS SGM210
University of Pretoria GEOLOGICAL PROCESSES AND MATERIALS SGM210 23 April 2014 1 SOIL PROFILING According to Jennings, Brink & Williams (1973) Very important part of a geotechnical site investigation.
More information