SITE VICINITY MAP CSWCD RAINIER SINKHOLE
|
|
|
- Gyles Lester
- 5 years ago
- Views:
Transcription
1 RANER QUADRANGLE OREGONWASHNGTON.7.5MNUTE SERES (TOPOGRAPHC) SCALE 1: KLOMETERS METERS MLES FEET CONTOUR NTERVAL 20 FEET SUPPLEMENTARY CONTOUR NTERVAL 10 FEET NATONAL GEODETC VERTCAL DATUM OF Project No G STE VCNTY MAP CSWCD RANER SNKHOLE Figure No. 1
2 1 i : i J ' j j z N i ' ' STE EXPLORATON PLAN Project No G CSWCD RANER SNKHOLE i ' "1 i ; Figure No. 2
3 PRMARY DVSONS GROUP SYMBOL SECONDARY DVSONS CLEAN Well graded gravels. gravelsand mixtures. little or no..j GRAVELS GW GRAVELS f ines. () cc 0 MORE THAN HALF CLESS THAN Poorly graded gravels or gravelsand mixtures. lit t le or _J 0 5 % FNES) GP no fines. N 6 OF COARSE () 2 ci FR ACTON S GRAVEL GM Silty gravels. gravelsandsilt mixtures. nonplastic fines. 0 LL. z LARGER THAN WTH UJ 0 N z z NO. 4 SEVE FNES GC Clayey gravels. gravelsandclay mixtures. plast ic fines. LL. <( (f)..j <( CLEAN (.'.) :r: > SANDS SW Well graded sands. gravelly sands. li ttle or no fines. cc SANDS UJ z (f) () <( l'.) MORE THAN HALF (LESS THAN :r: cc SP Poorly graded sands or gravelly sands. little or no f ines. cc 5 % FNES) <( OF COARSE..J FRACTON S SANDS SM Silty sand.s. sandsilt mixtures. nonplastic fines. u cc 0 SMALLER THAN WTH 2 NO. 4 SEVE FNES SC Clayey sands. sandclay mixtures. plastic f ines. lnoranic silts and very f ine sands rock flour. silty or () S LTS AN D CLAYS ML LL. cc ::: c ayey fine sands or clayey silts ith slight plast icity. _J 0 (f)..j 6..J lnor anic clays of lo to medium plasticity. gravelly LQUD LMT S CL () LL. <( > cays. 1 sandy clays. silty clays, lean cl ays...j 2 <( 0 :x: (f) iii LESS THAN 50% OL Organic silts and organic silty clays of lo pla sticity. UJ z z 0 <( 0..J N norganic silts micaceous or diatomaceous fine sandy or SLTS AND CLAYS MH silty soils. 'elastic silts. (.'.) cc ci z LQUD LMT S CH norganic clays of high plasticity. fat clays. UJ cc z 0 z <( 2 u::: 2 :r: GREATER THAN 50% OH Organic clays of medium to high plasticity. organic silts. HGHLY ORGANC SOLS Pt Peat and other highly organic soils. DEFNTON OF TERMS SLTS AND CLAYS U.S. STANDARD SERES SE VE CLEAR SQUARE SEVE OPENNGS " SAND GRAVEL FNE MEDUM COARSE FNE COARSE GRAN SZES COBBLES BOULDERS SANDS.GRAVELS AND NON PLASTC SLTS BLOWS FOOT t CLAYS AND PLASTC SLTS STRENGTH * BLOWS FOOT t VfRY LOOSE 0 4 VERY SOFT SOFT LOOSE 4 10 FRM MEDUM DENSE STFF DENSE 3) 50 VERY STFF VERY DENSE CNER 50 HARD OVER 4 OVER 32 RELATVE DENSTY CONSSTENCY tnumber of blos of 140 pound hammer fall ing 30 inches to drive a 2 inch 0.0. (13 8 inch.dj split spoon (ASTM 01586). funconfined compressive strength in tons sq. ft. as determined by laboratory testing or approximated by the standard penetration test (ASTM 01586). pocket penetrometer, torvane, or visual observation..redmond GEOTECHNCAL SERVCES PO B ox PORTLAND, O REGON KEY TO EXPLORATORY BORNG LOGS Unified Soil Classification System CASTM D2487) PROJECT NO. CSWCD EMERGE NCY PROJECTS Rain ier Sinkhole DATE G Fi gure 3
4 DRLLNG COMPANY: Western States RG : CME 75 DATE : BORNG DAMETER : i= u. Q. 0 > 1 DRVEWEGHT: 140# * CJ) U'J <l:...j Cll uu DROP: 3 0" ELEVATON : 26 1 ± o a: CJ) <l: u. :, CJ) ui Wu z z SOL DESCRPTON CJ) J: Cl..s 1 J Cll BORNG NO. Q. >o 0 J > z B#1 ::::, a: :::le 0 0 U'J Cl al Cl u O++r++++t AC Asphaltic Concrete Pavement over Crushed t,t,,,4+t G\ Aggregate Base Rock 5,.. X l X j 13 X 3 X 2 X 3 SM1 GM ML FLL: Graybron, moist to very_ moist, loose to medium dense, slightly clayey, silty and gravelly SAND to sandy GRAVEL Boulder encountered at 9 feet (lost mud) NATVE GROUND: Dark bron, et to saturated, very soft, organic, sandy, clayey SLT (Old Topsoil Zone) Bluishgray, saturated, very loose, clayey, silty fine SAND ith traces of organics SM Becomes medium to light orangishbron SM1 Becomes silty to slightly silty fine SAND SP ,....,. BDRNG LCG PROJECT NO. 1s42_002_c:; r.sr.d RMERGENCY PROJECTS F GURE NO. 4 REDMOND GEOTECHNCAL SERVCES
5 DRLLNG COMPANY: Western States RG: CME 75 DATE: 9,0216 BORNG DAMETER : 3. O" DRVE WEGHT: 140# DR.OP: 30" ELEVATON: 26'±..J > en..j a.. 0 u,_ a.. :E 0 a: <(. tj) u. :E <( u...j z <( tj) () :r () :: 0 tj) Wu z u..j a.. <., >o > Oz :E 0 o <(..J a: tj) 0 al al 0 u SOL DESCRPTON BORNG NO. B#1 (con' r.) X 5 SM1 Medium to light orangishbron, saturated. SP loose, silty to slightly silty, fine SAND X 9. Total Depth = 36.5 feet so , BORNG LOG.. F GURE NO. PROJ ECT NO G CSWCD EMERGENCY PROJECTS 5. REDMOND GEOTECHNCAL SERVCES
6 DRLLNG COMPANY: Western States RG: CME 75 DATE : BOR NG DAMETER: 3 0 DRVE WEGHT: 140# DROP : 30" ELEVATON : ± i= > * vi J Q. 0 Cll Q. o a: <(. Cl) u.. <( u.. :, z J <( Cl) vi Wu z (.) Cl) r Cl) : Cl..9: J Q. () >o > Oz :, <( J a: o o V) Cl co g:; co Cl u o SM SOL DESCRPTON BORNG NO. B#2 FLL : Medium to graybron, moist to very moist, loose to medium dense, clayey, silty and gravelly SAND ith boulders Boulder at 1 to 3 feet 5,., X j 9 Boulder at 3 to 5 feet Boulder at 6 to 8 feet (lost mud) ML NATVE GROUND: Dark bron, et to saturated, very soft, organic, sandy, l clayey SLT (Old Topsoil Zone) X 4 SM Bluishgray, saturated, loose, clayey, silty fine SAND ith traces of organic.... l X 4 Becomes medium to light orangishbron 20 SM1 Becomes silty to slightly silty fine SAND X 4 SP X BORNG LCG PROJECT NO G CSWCD EMERGENCY PROJECTS FGURE NO. 6.. REDMOND GEOTECHNCAL SERVCES
7 DRLLNG COMPANY: Western States RG: CME 75 DATE: BORNG DAMETER : 3 0 DRVE WEGHT: 140# DROP: 30" ELEVATON: 27 1 ± j:::: '.j > ae en _J o t: u,_ a: ::E 0 () <. _J :: ::E < u.. z () < ui Wu z uu () ::c () _J o.s <., >o > Oz ::E 0 0 _J < a: () SOL DESCRPTON BORNG NO. B#2 (con't.) 0 co 15 co 0 u 30 SM, Medium to light orangishbron, saturated X 6 SP loose, silty to slightly silty fine SAND... Becomes loose to medium dense X 11 Total Depth = 36.5 feet lo.,_.,_ 45..,_.. so, ' 55,, 60 " BORNG LOG.. PROJ ECT NO G CSWCD EMERGENCY PROJECTS 6 FGURE NO. REDMOND GEOTECHNCAL SERVCES
8 UNFED SOL CLASSFCATON SYSTEM (ASTM D ) U. 5. STANDARD S EVE SZES ',n 11, SO JOO S,., , z 70 : 60 < a. z so ll u a: ll a ,o < so "' a: z a: <)J ' ' o.s o.,.os JOO.001 PARTCL E SZE N MLLMETERS GRAVEL SANO COBBLES lr+r"ti 1 COARSE FNE COARSE MEDUM FNE SLT ANO CLAY KEY SYMBOL BOR NG NO. SAMPLE DEPTH (feet) ELEV. (feet) UNF ED SO L CLASSFCATON SYMBOL SAMPLE DESCRPTON B# SM Medium to light orangishbron, silty fine SAND REDMOND GEOTECHNCAL SERV«;ES PO B ox PORTLAND, OREGON PROJECT NO. GRADATON TEST DATA CSWCD EMERGENCY PROJECTS Rainier. Sinkhole DATE l+1 FGURE G
Photo 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
Project: 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
SOIL 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
Depth (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,
Solution: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
APPENDIX 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
Clay 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
B-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
Field 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
Parsons 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:
ADDENDUM 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
CE 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
APPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
August 23, Mr. Matthew Demi Aptum, Inc SE 34th Street, Suite # Camas, Washington Dear Mr. Kitchin:
August 23, 2016 Mr. Matthew Demi Aptum, nc. 19215 SE 34th Street, Suite #106217 Camas, Washington 98607 Dear Mr. Kitchin: Re: Geotechnical nvestigation and Consultation Services, Proposed Columbia Soil
APPENDIX 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
Appendix 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
CITY 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
Dashed 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
December 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
SOIL 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
FIGURES 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
New 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
DRILL 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,
APPENDIX 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
GEOTECHNICAL 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.,
APPENDIX 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
IN 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
Geotechnical 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
REPORT 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
Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus Laramie, Wyoming
Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus 2300 Missile Drive, Cheyenne, Wyoming 82001 Phone 307-635-0222 www.stratageotech.com Limited Geotechnical Engineering
Dry Muliwai Sample Location Map
DMM2 DMM1 P:\AthruR\K838-Makua\GIS\Layouts\Dry Muliwai.mxd.mxd - 3/26/3 - JC DMM3 5 Dry Muliwai Sample Location Map Figure 2-4 P:\AthruR\K838-Makua\GIS\Layouts\orth Background Muliwai.mxd.mxd - 3/26/3
Geotechnical Engineering Report
Geotechnical Engineering Report Single-Span Bridge North Western Road & Hall of Fame Avenue August 25, 2015 Terracon Project No. 03155156 Prepared for: Olsson Associates Prepared by: Terracon Consultants,
February 16, 2015 File No Ms. Robin Yates TRC Engineers Inc N. Fresno Street, Suite 200 Fresno, California 93710
February 16, 2015 File No. 20152738 Ms. Robin Yates TRC Engineers Inc. 6051 N. Fresno Street, Suite 200 Fresno, California 93710 SUBJECT: Geotechnical Design Memorandum Fresno BPMP Scour Countermeasure
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge B Bridge Crossing: South 257 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
DATA 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,
Geotechnical 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
DATE: 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
Ardaman & 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,
Civil 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
DYREGROV ROBINSON INC.
DYREGROV ROBINSON INC. Consulting Geotechnical Engineers 101-1555 St. James Street Winnipeg, MB R3H 1B5 TEL (204) 632-7252 FAX (204) 632-1442 June 14, 2013 File No. 133583 Accutech Engineering Inc. 605-287
SUPPLEMENTARY INVESTIGATION AND LABORATORY TESTING Aggregate Resource Evaluation Proposed Bernand Quarry San Diego County, California
October 3, 2 Mr. Mark San Agustin Project No. 28-- Home Land Investments Document No. -92 2239 Curlew Street San Diego, CA 92 SUBJECT: SUPPLEMENTARY INVESTIGATION AND LABORATORY TESTING Aggregate Resource
Attachment B. Grain Size Distribution Curves
Attachment B Grain Size Distribution Curves AREVA Resources Canada Inc. Kiggavik Project EIS December 11 Attachment B Technical Appendix 6A Surficial Geology and Terrain Client: Areva Project:
BR-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.
3.0 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,
TP-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
WELL 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
M E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI
M E M O R A N D U M TO: FROM: Mr. Mark Schilling Gulf Interstate Engineering Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI DATE: November 11, 2014 RE: Summary of Findings Geotechnical
Geotechnical Engineering Report
Geotechnical Engineering Report SH-9 Bridge over Wewoka Creek Hughes County, Oklahoma Job Piece No. 27059(04) July 16, 2015 Terracon Project No. 04125055 Prepared for: Holloway, Updike, and Bellen, Inc.
Correlation 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
ENGINEERING ASSOCIATES
July 16, 211 Vista Design, Inc. 11634 Worcester Highway Showell, Maryland 21862 Attention: Reference: Dear Mr. Polk: Mr. Richard F. Polk, P.E. Geotechnical Engineering Report Charles County RFP No. 11-9
UAS Student Residence
General Notes, Abbreviations and Symbols C100 MATCH LINE - SEE SHEET L6 Existing Site Topographic Conditions C101 MATCH LINE - SEE SHEET L5 Existing Site Topographic Conditions C102 DEPTH(FT.) 5 FROZEN
December 13, Washington County Public Works Department Myeron Road North Stillwater, MN Attn: Mr. Andrew Giesen
CONSULTANTS ENVIRONMENTAL GEOTECHNICAL MATERIALS FORENSICS December 13, 2016 Washington County Public Works Department 11660 Myeron Road North Stillwater, MN 55082 Attn: Mr. Andrew Giesen RE: Geotechnical
Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION 42-INCH FORCE MAIN REPLACEMENT CHIQUITA BOULEVARD S AND SW 34 TH STREET CAPE CORAL, LEE COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials
RED ROCK. Report of Geotechnical Investigation OF THE US 270 OVER FOURCHE MALINE CREEK LATIMER COUNTY, OKLAHOMA 28733(08) Prepared For:
RED ROCK CONSULTNG (_ Report of Geotechnical nvestigation OF THE US 27 OVER FOURCHE MALNE CREEK LATMER COUNTY, OKLAHOMA 28733(8) Prepared For: MacArthur Associated Consultants, LLC 333 NW 53rd Street,
Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION ANALYSIS AND RECOMMENDATIONS LELY AREA STORMWATER IMPROVEMENT PROJECT (LASIP) COUNTY BARN ROAD AND WING SOUTH CHANNELS NAPLES, COLLIER CO., FLORIDA Ardaman & Associates, Inc.
B-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
GEOLOGIC/GEOTECHNICAL INVESTIGATION FOR TENTATIVE MAP LAVENIDA SUBDIVISION (APN # ) ORINDA, CALIFORNIA
GEOLOGIC/GEOTECHNICAL INVESTIGATION FOR TENTATIVE MAP LAVENIDA SUBDIVISION (APN #271-120-011) ORINDA, CALIFORNIA A 580 Ts 590 HMA-1 600 HMA-2 70 Ts 610 Ts HMA-3 HLA-5 GJA-6 LD-2 23
BNA HDMSe LEROY CRANDALL & ASSOCIATES. October 30, 1963
LEROY CRANDALL & ASSOCIATES CONSULTING FOUNDATION ENGINEER S 1619 BEVERLY BOULEVARD LOS ANGELES 26, CALIFORNIA MAdi.on 9-3661 L. LEROY CRANDAJI.. C. E. PREDUCZ A. )AANES LEOTOLD Hzmcw ELDT MJUELL C. WEIER.
Project 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
The Casagrande plasticity chart does it help or hinder the NZGS soil classification process?
Hind, K.J. (2017) The Casagrande plasticity chart does it help or hinder the NZGS soil classification process? Proc. 20 th NZGS Geotechnical Symposium. Eds. GJ Alexander & CY Chin, Napier The Casagrande
LEGEND ODOT CLASS A-3. A-3a. A-4a. A-6a. A-6b TOTAL VISUAL VISUAL VISUAL BORING LOCATION - PLAN VIEW
PROJECT THE PROJECT CONSISTS IN PART OF CONSTRUCTING A SINGLE-SPAN BRIDGE ON RELOCATED SHUMWAY HOOW ROAD OVER THE CSXT RAILROAD. THE STRUCTURE AS ANNED, IS A SINGLE-SPAN STRUCTURE WITH MSE WAS AT THE ABUTMENTS.
Report of Preliminary Geotechnical Exploration. CSO-012 Sewer Separation Cincinnati, Hamilton County, Ohio. February, 2011
11242843_GeoTech_Preliminary - Feburary 2011_1/40 Report of Preliminary Geotechnical Exploration CSO-012 Sewer Separation Cincinnati, Hamilton County, Ohio February, 2011 11242843_GeoTech_Preliminary -
Geotechnical Recommendations for Proposed Additions to the Three Mile Creek Severe Weather Attenuation Tank Project
TECHNICAL MEMORANDUM Geotechnical Recommendations for Proposed Additions to the Three Mile Creek Severe Weather Attenuation Tank Project PREPARED FOR: PREPARED BY: DATE: June 28, 218 PROJECT NUMBER: 697482
UNIT 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
APPENDIX D. Geotechnical Study
APPENDIX D Geotechnical Study Preliminary Geotechnical Assessment Proposed Honda Dealership W Martin Luther King Jr Blvd Los Angeles, California For Celebrity Holdings May 13, 2016 GDC Project No. LA-1265
Geotechnical 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
Table of Contents. Description
Table of Contents Description Page A. Introduction... 1 A.1. Project Description... 1 A.2. Site Conditions and History... 2 A.3. Purpose... 3 A.4. Background Information and Reference Documents... 4 A.5.
Appendix A. Producer Statement Advisory Note
Appendix A Producer Statement Advisory Note Ref. No. 17095 26 May 2017 PRODUCER STATEMENT CONSTRUCTION REVIEW (PS4) IMPORTANT ADVISORY NOTE The Building Consent Authority (BCA) frequently requires Producer
PARQUE 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
Geotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge D Bridge Crossing: South 209 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
GZA 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
PRELIMINARY GEOTECHNICAL REPORT. State College Redevelopment State College Borough, Centre County, Pennsylvania. CMT Laboratories File No.
PRELIMINARY GEOTECHNICAL REPORT State College Redevelopment State College Borough, Centre County, Pennsylvania CMT Laboratories File No. 1638700 Prepared for: National Development Council One Battery Park
Sci.Int (Lahore), 25(4), , 2013 ISSN ; CODEN: SINTE 8 531
Sci.Int (Lahore), 25(4),531-537, 2013 ISSN 1013-5316; CODEN: SINTE 8 531 PROFILING AND ZONING OF GEOTECHNICAL SUB-SOIL DATA USING GEOGRAPHIC INFORMATION SYSTEM Mahmood Ahmad*, Qaiser Iqbal and Fayaz Ahmad
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT TOWN OF ASHLAND TOWN HALL 101 THOMPSON STREET ASHLAND, VIRGINIA JOB NUMBER: 39016 PREPARED FOR: PMA PLANNERS & ARCHITECTS 10325 WARWICK BOULEVARD NEWPORT NEWS,
Geotechnical 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
REPORT OF PRELIMINARY SUBSURFACE EXPLORATION, LABORATORY TESTING AND GEOTECHNICAL ENGINEERING ANALYSES
REPORT OF PRELIMINARY SUBSURFACE EXPLORATION, LABORATORY TESTING AND GEOTECHNICAL ENGINEERING ANALYSES Maryland Masonic Home Cockeysville, Baltimore County, Maryland ECS Project No. 7 Prepared For BALTIMORE
Soil 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
PLATE 6 FEB G r o v e l a n d F l o o d w a l l - B o r e h o l e M a p. Legend. Groveland Floodwall Boreholes. Contour Lines.
611 6 Defau FALS conto Conto DPLV lt Eurs20 01_to 3po Defau FALS conto Conto DPLV lt Eurs20 01_to 4po 612 Conto DPLV conto Defau FALS 01_to urs20 Elt po 5 Conto DPLV conto Defau FALS 01_to urs15 Elt po
REPORT OF TOWER OAKS PRESERVE PARKWAY ROCKVILLE,MARYLAND EYA
REPORT OF PRELIMINARY SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS TOWER OAKS PRESERVE PARKWAY ROCKVILLE,MARYLAND ECS PROJECT NO.: 1-664 FOR EYA NOVEMBER 26, 214 November 26, 214 Mr. Jason Sereno EYA
Tikrit 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
Preliminary Geotechnical Investigation Cadiz / Trigg County I-24 Business Park. Cadiz, Kentucky
Environmental & Geoscience, LLC 834 Madisonville Road Hopkinsville, KY 440 70.44.000 FAX 70.44.8300 www.wedrill.com A member of Trinity Energy & Infrastructure Group, LLC Preliminary Geotechnical Investigation
LOG OF BORINGS. PLATE AlE. DAMES a MOORE SOIL MECHANIC. ENGINEERS
LOG OF BORNGS DAMES a MOORE SOL MECHANC. ENGNEERS AlE ) 'l f- J.. ;:j if) CD - BORNG 8 DRLLED 1-28-6 TH 18" DAMETER
Star JR Calculator User Manual
Star JR Calculator User Manual Star Pipe Products 4018 Westhollow Parkway Houston, Texas 77082 Toll Free: (800) 999-3009 Tel: (281) 558-3000 Fax: (281) 558-900 www.star pipeproducts.com Star JR Calculator
Geotechnical Data Report
Geotechnical Data Report Emergency Bridge Package 6 Richland County, South Carolina May 12, 2016 SCDOT Project ID.: P029942, P029943, P029944 Terracon Project No. 73100L (Rev. 1) Prepared for: South Carolina
GEOTECHNICAL ENGINEERING REPORT BELVILLE RIVERWALK BELVILLE, NORTH CAROLINA S&ME Project No Prepared For:
GEOTECHNICAL ENGINEERING REPORT BELVILLE RIVERWALK BELVILLE, NORTH CAROLINA S&ME Project No. 1306-15-008 Prepared For: Town of Belville 497 Olde Waterford Way, Suite 205 Belville, NC 28451 Prepared By:
P.E. Civil Exam Review: GEOMECHANICS. Jerry Vandevelde, P.E.
P.E. Civil Exam Review: GEOMECHANICS Jerry Vandevelde, P.E. gtv@gemeng.com GEOMECHANICS National Council of Examiners for Engineering and Surveying http://www.ncees.org/ 3 STUDY REFERENCES Foundation Engineering;
APÉNDICE F. Evaluación Geotécnica
APÉNDICE F Evaluación Geotécnica REPORT ON GEOTECHNICAL INVESTIGATION FOR PROPOSED LAGUNA DEL MAR PLAZA PROJECT ASHFORD AVE. SAN JUAN, PUERTO RICO GUTIERREZ - LATIMER - C.S.P. MR. ROBERTO CACHO I LAGUNA
A. 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
Geology 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
Report 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,
Fauquier County Cedar Lee Middle School Safety Routes to School Bealeton, Virginia
Geotechnical Report Fauquier County Cedar Lee Middle School Safety Routes to School Project Number: GEO 121913.08 April 30, 2015 Prepared for McCormick Taylor, Inc. 113 Mill Place Parkway, Unit 103 Verona,
CITY OF CAPE CORAL NORTH 2 UTILITIES EXTENSION PROJECT CONTRACT 3
GEOTECHNICAL REPORT CITY OF CAPE CORAL NORTH UTILITIES EXTENSION PROJECT CONTRACT City of Cape Coral Procurement Division Cultural Park Boulevard, nd Floor Cape Coral, FL ISSUED FOR BID VOLUME of GEOTECHNICAL
HDD PA-LA SR (S-K34, S-K35, PEM-K32)
HDD PA-LA-0004.0000-SR (S-K34, S-K35, PEM-K32) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low.
Pierce County Department of Planning and Land Services Development Engineering Section
Page 1 of 7 Pierce County Department of Planning and Land Services Development Engineering Section PROJECT NAME: DATE: APPLICATION NO.: PCDE NO.: LANDSLIDE HAZARD AREA (LHA) GEOLOGICAL ASSESSMENT REPORT
GEOTECHNICAL INVESTIGATION
GEOTECHNICAL INVESTIGATION I-80 WILDLIFE OVERCROSSING @ SILVER ZONE PASS ELKO COUNTY, NEVADA EA #73438 JULY 2011 MATERIALS DIVISION Table of Contents 1.0 INTRODUCTION... 1 2.0 PROJECT DESCRIPTION... 1
Geotechnical Subsurface Exploration and Laboratory Testing Data Report
Geotechnical Subsurface Exploration and Laboratory Testing Data Report 2016 1A Emergency Bridge Replacement Package SCDOT PIN P030784 S 13 (East National Cemetery Road) Bridge over Long Branch Florence
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT. Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts. Prepared For:
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts Prepared For: Meridian Associates, Inc. 500 Cummings Center, Suite 5950 Beverly, Massachusetts
Hydro 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
Jim 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
PREPARED FOR MR. JOE WOOD CARTER & SLOOPE, INC PEAKE ROAD MACON, GEORGIA PREPARED BY
SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION MACON WATER AUTHORITY (MWA) SANITARY SEWER RELOCATION MACON, GEORGIA GEC PROJECT NO. 14077.2 PREPARED FOR MR. JOE WOOD CARTER & SLOOPE, INC.