Attachment_2_Drawings.pdf

G-0030

C O

V E

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E T of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

AND APPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

SUBMITTED BY:

SECTION CHIEF

APPROVAL RECOMMENDED BY:

BRANCH CHIEF

APPROVED BY:

CONSTRUCTION DIVISION

CHIEF, ENGINEERING AND

DATE

DATE

DATE

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

Pittsburgh District

W911WN-XX-X-XXXX

W911WN-16-B-8006

/s/ STEPHEN R. STOLTZ, P.E.

OHIO RIVER

DASHIELDS LOCKS AND DAM

GUIDE WALL STABILIZATION

ALLEGHENY COUNTY, PENNSYLVANIA

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CERTIFIED FINAL DOCUMENTS

JUNE 2016

NO

ENGINEER

P

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NWEALTH

F

CHRISTOPHER T. VOLLMER

PE-061113

N S Y L V A

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NWEALTH

ENGINEER

PROFESSIONAL

JAMES ROBERT JAMES

PE-073572

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NW EALT

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REGISTERED

PROFESSIONAL

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ERIC CHARLES NEAST

055653-E

NO.

ENGINEER

/s/ JEFFERY E. FRITZ, P.E.

/s/ VINCE L. DeCARLO, P.E.

2-JUNE-2016

2-JUNE-2016

2-JUNE-2016

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DRAWINGSCONTRACT

NUMBERFILE

NUMBER

SHEET

TITLE

GENERAL

LDAO_100_G-0030 G-0030 SHEETCOVER

LDAO_100_G-0031 G-0031 DRAWINGS CONTRACT - 1 SHEET - INDEX DRAWINGPROJECT

LDAO_100_G-0032 G-0032 DRAWINGS REFERENCE CONTRACT - 2 SHEET - INDEX DRAWINGPROJECT

LDAO_100_G-0033 G-0033 SYMBOLS AND ABBREVIATIONSSTANDARD

LDAO_203_G-0034 G-0034 PLAN GENERAL AND LOCATIONPROJECT

SURVEYSCORE

LDAO_310_B-6038 B-6038 ABBREVIATIONS WITH DESCRIPTIONS SOIL AND ROCK STANDARDSGEOLOGICAL

LDAO_310_B-6039 B-6039 ABBREVIATIONS WITH DESCRIPTIONS SOIL AND ROCK STANDARDSGEOLOGICAL

GF_LDAO_310_B-6040 B-6040 1 OF 1 SHEET - UG18 - LOGDRILL

GF_LDAO_310_B-6041 B-6041 1 OF 1 SHEET - UG19 - LOGDRILL

SURVEYSPROPERTY

LDAO_311_V-1010 V-1010 CONTROLS VERTICAL AND HORIZONTAL - CONTROL SURVEYPROJECT

CIVIL

LDAO_204_C-1030 C-1030 PLAN - LINES EASEMENT PROPERTY & LIMITS WORKCONTRACTOR

LDAO_438_C-1031 C-1031 PLAN INSTALLATION AND REMOVAL FENCE WALL GUIDEUPPER

LDAO_438_C-1032 C-1032 PLAN INSTALLATION AND REMOVAL FENCE WALL GUIDELOWER

LDAO_438_C-5033 C-5033 1 SHEET - DETAILS MISCELLANEOUS FENCESECURITY

LDAO_438_C-5034 C-5034 2 SHEET - DETAILS MISCELLANEOUS FENCESECURITY

LDAO_438_C-5035 C-5035 3 SHEET - DETAILS MISCELLANEOUS FENCESECURITY

LDAO_438_C-5036 C-5036 4 SHEET - DETAILS MISCELLANEOUS FENCESECURITY

LDAO_438_C-5037 C-5037 NOTES AND DETAILS INSTALLATION FENCE GUARD WALL PILE SHEET NEW WALL GUIDEUPPER

LDAO_438_C-5038 C-5038 DETAILS MISCELLANEOUS FENCE GUARD SECURITY NEW WALL GUIDELOWER

LDAO_438_C-5039 C-5039 DETAILS MISCELLANEOUS POSTS FENCEGUARD

DEMOLITION MASONRYLOCKS

LDAO_420_SD-1001 SD-1001 PLAN DEMOLITION - WALL GUIDEUPPER

LDAO_420_SD-3002 SD-3002 SECTIONS DEMOLITION - WALL GUIDEUPPER

LDAO_420_SD-1003 SD-1003 SECTIONS AND PLAN DEMOLITION - WALL GUIDELOWER

LDAO_420_SD-3004 SD-3004 DETAIL AND SECTIONS DEMOLITION - WALL GUIDELOWER

MASONRYLOCKS

LDAO_100_S-0063 S-0063 SEQUENCE CONSTRUCTION & NOTES GENERAL - WALL GUIDEUPPER

LDAO_100_S-0064 S-0064 2 SHEET - NOTES GENERAL - WALL GUIDE LOWER ANDUPPER

LDAO_100_S-0065 S-0065 USE INNOT

LDAO_204_S-1066 S-1066 ELEVATION AND PLAN - WALL GUIDEUPPER

LDAO_315_S-3067 S-3067 2 OF 1 SHEET SECTIONS- CROSS - CONDITIONSPROPOSED

LDAO_315_S-3068 S-3068 2 OF 2 SHEET SECTIONS- CROSS - CONDITIONSPROPOSED

LDAO_315_S-3069 S-3069 USE INNOT

LDAO_565_S-5070 S-5070 DETAILS MISCELLANEOUS - WALL GUIDEUPPER

LDAO_420_S-1079

THRULDAO_420_S-1071

S-1079

THRUS-1071

USE INNOT

LDAO_420_S-1080 S-1080 PLAN FRAMING WALKWAY STEEL - WALL GUIDEUPPER

LDAO_420_S-1081 S-1081 MONOLITH TYPICAL - ELEVATION BRACING - PLAN FRAMING WALKWAY STEELTYPICAL

LDAO_420_S-1082 S-1082 L4 MONOLITH - ELEVATION BRACING AND PLAN FRAMING WALKWAYSTEEL

LDAO_420_S-1083 S-1083 L7 MONOLITH - ELEVATION BRACING AND PLAN FRAMING WALKWAYSTEEL

LDAO_420_S-3084 S-3084 DETAILS AND SECTIONS - WALKWAYSTEEL

LDAO_420_S-5085 S-5085 DETAILS AND SECTIONS - WALKWAYSTEEL

LDAO_420_S-5086 S-5086 DETAILS AND SECTIONS - WALKWAYSTEEL

LDAO_420_S-1087 S-1087 USE INNOT

LDAO_420_S-3088 S-3088 SEQUENCE CONSTRUCTION RECOMMENDED - WALL GUIDELOWER

LDAO_420_S-1089 S-1089 ELEVATION AND PLAN - WALL GUIDELOWER

LDAO_420_S-1090 S-1090 SECTIONS AND PLAN ENLARGED - L49 & L44 MONOLITHS - WALL GUIDELOWER

LDAO_420_S-3091 S-3091 SECTIONS ANCHOR ROCK - WALL GUIDELOWER

LDAO_420_S-3092 S-3092 SECTIONS - WALL GUIDELOWER

LDAO_420_S-3093 S-3093 ANCHOR BELOW AND ABOVE - PLANS REINFORCING - WALL GUIDELOWER

LDAO_420_S-3094 S-3094 SECTIONS - WALL GUIDELOWER

LDAO_420_S-5095 S-5095 ANCHORS AT DETAILS AND SECTIONS - WALL GUIDELOWER

LDAO_420_S-3096 S-3096 DETAILS JOINT AND SECTIONS - WALL GUIDELOWER

LDAO_420_S-3097 S-3097 DETAILS MISCELLANEOUS AND PROTECTIONCORNER

SEDIMENT ANDEROSION

LDAO_565_X-1001 X-1001 PLAN SITE - PLAN CONTROL SEDIMENT ANDEROSION

LDAO_565_X-1002 X-1002 PLANS SITE ENLARGED - PLAN CONTROL SEDIMENT ANDEROSION

LDAO_565_X-3003 X-3003 NARRATIVE - PLAN CONTROL SEDIMENT ANDEROSION

LDAO_565_X-3004 X-3004 NARRATIVE - PLAN CONTROL SEDIMENT ANDEROSION

DRAWINGSCONTRACT

NUMBERFILE

NUMBER

SHEET

TITLE

LDAO_565_X-5005 X-5005 DETAILS - PLAN CONTROL SEDIMENT ANDEROSION

LDAO_565_X-5006 X-5006 DETAILS - PLAN CONTROL SEDIMENT ANDEROSION

SURVEYSHYDROGRAPHIC

LDAO_314_V-6011 V-6011 CURVE RATING AND CURVES DURATION - POOLS LOWER ANDUPPER

LDAO_314_V-6012 V-6012 (INCLUSIVE) 2000-2004 - HYDROGRAPHS POOLLOWER

LDAO_314_V-6013 V-6013 (INCLUSIVE) 2005-2009 - HYDROGRAPHS POOLLOWER

LDAO_314_V-6014 V-6014 (INCLUSIVE) 2010-2014 - HYDROGRAPHS POOLLOWER

LDAO_314_V-6015 V-6015 (INCLUSIVE) 2000-2004 - HYDROGRAPHS POOLUPPER

LDAO_314_V-6016 V-6016 (INCLUSIVE) 2005-2009 - HYDROGRAPHS POOLUPPER

LDAO_314_V-6017 V-6017 (INCLUSIVE) 2010-2014 - HYDROGRAPHS POOLUPPER

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DRAWINGSREFERENCE

NUMBERFILE TITLE

O-LDA_4-7 NOTES AND PLAN GENERAL - FENCING SECURITY OFUPGRADE

LDAO_204_C-1002 PLAN LOCATIONBORING

LDAO_310_B-6002 2 OF 1 SHEET - LG-10 LOGDRILLING

LDAO_310_B-6003 2 OF 2 SHEET - LG-10 LOGDRILLING

LDAO_310_B-6004 2 OF 1 SHEET - LG-11 LOGDRILLING

LDAO_310_B-6005 2 OF 2 SHEET - LG-11 LOGDRILLING

LDAO_310_B-6006 2 OF 1 SHEET - LG-12 LOGDRILLING

LDAO_310_B-6007 2 OF 2 SHEET - LG-12 LOGDRILLING

LDAO_310_B-6008 2 OF 1 SHEET - LG-13 LOGDRILLING

LDAO_310_B-6009 2 OF 2 SHEET - LG-13 LOGDRILLING

LDAO_310_B-6010 2 OF 1 SHEET - LG-14 LOGDRILLING

LDAO_310_B-6011 2 OF 2 SHEET - LG-14 LOGDRILLING

LDAO_310_B-6012 2 OF 1 SHEET - LG-15 LOGDRILLING

LDAO_310_B-6013 2 OF 2 SHEET - LG-15 LOGDRILLING

LDAO_310_B-6014 2 OF 1 SHEET - LG-16 LOGDRILLING

LDAO_310_B-6015 2 OF 2 SHEET - LG-16 LOGDRILLING

LDAO_310_B-6016 2 OF 1 SHEET - LG-17 LOGDRILLING

LDAO_310_B-6017 2 OF 2 SHEET - LG-17 LOGDRILLING

LDAO_310_B-6018 2 OF 1 SHEET - UG-10 LOGDRILLING

LDAO_310_B-6019 2 OF 2 SHEET - UG-10 LOGDRILLING

LDAO_310_B-6020 3 OF 1 SHEET - UG-11 LOGDRILLING

LDAO_310_B-6021 3 OF 2 SHEET - UG-11 LOGDRILLING

LDAO_310_B-6022 3 OF 3 SHEET - UG-11 LOGDRILLING

LDAO_310_B-6023 2 OF 1 SHEET - UG-12 LOGDRILLING

LDAO_310_B-6024 2 OF 2 SHEET - UG-12 LOGDRILLING

LDAO_310_B-6025 2 OF 1 SHEET - UG-13 LOGDRILLING

LDAO_310_B-6026 2 OF 2 SHEET - UG-13 LOGDRILLING

LDAO_310_B-6027 2 OF 1 SHEET - UG-14 LOGDRILLING

LDAO_310_B-6028 2 OF 2 SHEET - UG-14 LOGDRILLING

LDAO_310_B-6029 2 OF 1 SHEET - UG-15 LOGDRILLING

LDAO_310_B-6030 2 OF 2 SHEET - UG-15 LOGDRILLING

LDAO_310_B-6031 2 OF 1 SHEET - UG-16 LOGDRILLING

LDAO_310_B-6032 2 OF 2 SHEET - UG-16 LOGDRILLING

LDAO_310_B-6033 2 OF 1 SHEET - UG-17 LOGDRILLING

LDAO_310_B-6034 2 OF 2 SHEET - UG-17 LOGDRILLING

O-LDA_20-1.1 NOTES GENERAL AND PLAN WALL GUIDEUPPER

O-LDA_20-2.1 (UPSTREAM) END UPPER - WALLS MIDDLE AND WALL LAND - PLAN - WALLSLOCK

O-LDA_20-7.2 (DOWNSTREAM) END LOWER - WALLS MIDDLE AND WALL LAND - PLAN - WALLSLOCK

O-LDA_20-8 PLAN WALL GUIDELOWER

O-LDA_20-13.1 ELEVATION WALL LAND - WALLSLOCK

O-LDA_20-17.2 DETAILS AND SECTIONS TYPICAL - RESURFACING TOP WALL LAND - WALLSLOCK

O-LDA_20-18.1 DETAILS AND SECTIONS TYPICAL - RESURFACING TOP WALL MIDDLE AND LAND - WALLSLOCK

O-LDA_20-21.1

DETAILS SUPPORT STANDARD LIGHT ANDSECTIONS

RECESS STORAGE WALL UPPER SECTIONS, WALL RIVER RESURFACING, WALL OF TOP - WALLSLOCK

O-LDA_20-46.1 REPAIR CRACK WALLGUIDE

O-LDA_20-39.1 SECTIONS AND ELEVATIONS PLAN, - METAL MISCELLANEOUS AND PROTECTION CORNER ARMOR,WALL

O-LDA_29-2 DIAGRAM LINE SINGLE AND PLAN - LIGHTING WALLLOCK

O-LDA_29-10.2 DETAILS & PLAN - BUILDING EQUIPMENT WALL LAND NEW - SYSTEMELECTRICAL

O-LDA_29-14.3 DETAILS AND PLAN - HALF UPPER - WALLS LOCK - SYSTEMELECTRICAL

O-LDA_29-15.1 DETAILS AND PLAN - HALF LOWER - WALLS LOCK - SYSTEMELECTRICAL

O-LDA_29-17.1 DETAILS - STANDARDS LIGHTING - SYSTEMELECTRICAL

O-LDA_38-7 SECTIONS AND ELEVATIONS PLANS, - INSTALLATION FENCEGUARD

O-LDA_38-8 HANDRAIL AND BRACKET POSTS, FENCEGUARD

O-LDA_38-9.2 PLANESPLANADE

O-LDA_38-10.2 SECTIONS AND DETAILS WALL AND GUTTER CONCRETE DRAINAGE, -ESPLANADE

O-LDA_38-11.2 DETAILS PAVEMENT AND DRAIN TRENCH -ESPLANADE

O-LDA_38-12 DETAILS AND ELEVATIONS PLAN, - FENCE LINK CHAIN -ESPLANADE

O-LDA_38-13.1 DETAILS MISCELLANEOUS AND FENCE LINK CHAIN -ESPLANADE

O-LDA_38-16.1 "D" & "C" DETAILS - FENCING SECURITY OFUPGRADE

O-LDA_38-17 LANDWALL THE ON PAVING SLOPE OF TOP AT FENCE NEW OF PLAN - FENCING SECURITY OFUPGRADE

O-LDA_68-7.2 DETAILS AND SECTIONS TYPICAL - ROADACCESS

O-LDA_68-14.3 WALL GUIDE LOWER BEHIND CLOSURE PILING SHEET AND DETAILS ROADWAY - ROADACCESS

O-LDA_100-5 WALKWAYS - REVISIONS WALLGUIDE

O-LDA_100-6.1 WALKWAYS - REVISIONS WALLGUIDE

O-LDA_100-7 HAUNCHES - REVISIONS WALLGUIDE

O-LDA_100-9 WALL GUIDE LOWER FACE LAND - REPAIR SHOTCRETE AND JOINTMONOLITH

DRAWINGSREFERENCE

1 SheetO-ORD_2-1 HALF UPPER - PLAN - WALLSLOCK

2 SheetO-ORD_2-1 HALF LOWER - PLAN - WALLSLOCK

3 SheetO-ORD_2-1 HALF UPPER ELEVATIONS - WALLSLOCK

4 SheetO-ORD_2-1 HALF LOWER ELEVATIONS - WALLSLOCK

5 SheetO-ORD_2-1 SECTIONS - WALLSLOCK

19 SheetO-ORD_2-1 ARMOR WALL - WALLSLOCK

O-ORD_4-1 DETAILS AND SECTIONS ELEVATIONS, PLANS, -ESPLANADE

1.1SHEET DETAILS FENCINGSTANDARD

2SHEET DETAILS GATE AND FENCINGSTANDARD

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YIELD STRENGTHFy

28 DAY COMPRESSION CONC STRENGTH GIVEN IN PSIF'C

FOOT/FEETFT

FAR SIDEFS

FLOATING MOORING BITTFMB

FLOATING MOORINGFM

FLOORFLR

FLANGEFLG.

FLAT HEADF.H.

FAR FACEFF

F

EXPANSIONEXP

EXISTINGEXIST

EACH WAYEW OR E.W.

ESTIMATEDEST

EACH SIDEES

EQUALEQ

EMBEDMENTEMBED

EMBEDDEDEMB

ELEVATIONEL OR ELEV

ELECTRICALELEC OR ELECT

EXPANSION JOINTEJ

EACH FACEEF

EACHEA

E

DRAWINGDWG

DOWNSTREAMD/S

DEEPDP

DEAD LOADDL

DIMENSIONDIM

DIAMETERDIA

DIAGONALDIAG

DEGREEDEG

DIAMETER OF BARDb

D

CUBIC YARDCY

CROSS-HOLE SONIC LOGGINGCSL

COUNTERSUNKCSK

CORNER PROTECTION TYPE B (VERTICAL)CPB

CORNER PROTECTION TYPE A (HORIZONTAL)CPA

COVERAGECOV

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONTINUOUSCONT

CONSTRUCTIONCONST

CONNECTIONCONN

CONCRETECONC

COMPLETE JOINT PENETRATION WELDCJP

CONTROL JOINTCJT

CONSTRUCTION JOINTCJ OR C.J.

CAST-IN-PLACECIP

CLEARCLR

CENTER OF GRAVITYCG

COFFERDAMCD

CATALOGCAT

CENTER-TO-CENTERC/C

CENTERLINEC OR CL

COUNTERBOREC'BORE

CAST IRON PIPECI

C

BENTBT

BEARINGBRG

BOTTOMBOTT OR BOT

BASELINEB

BACK TO BACKB. TO B.

BASE OFB/

B

AMERICAN WELDING SOCIETYAWS

AMERICAN WIRE GAUGEAWG

AMERICAN SOCIETY FOR TESTING & MATERIALSASTM

ASSEMBLYASSY

ARCHITECTURALARCH

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

APPROXIMATEAPPROX

ALUMINUMALUM

ALTERNATEALT

AMERICAN SOCIETY OF STEEL & CONSTRUCTIONAISC

AMERICAN CONCRETE INSTITUTEACI

CORPS OF ENGINEERS INFORMATION TECHNOLOGYACE-IT

ABOUTABT

A

ARE LOCATED ON THE SAME DRAWING.

REFERENCE IN THE LOWER HALF OF THE CIRCLE

SECTION OR DETAIL CALLOUTS WITHOUT A DRAWING 1.

NOTES:

STANDARD ABBREVIATIONS SYMBOLS

SPAN

DIAMETERØ

AT@

AND&

PLUS OR MINUS+/- OR ±

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G-0033

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DOWNSTREAM OF DAMSTA X+XXB

UPSTREAM OF DAMSTA X+XXA

MONOLITH NUMBER DESIGNATIONLX

YARDYD

Y

WELDED WIRE REINFORCEMENTWWR

WEIGHT OR TEE SECTIONWT

WORKING POINT OR WATERPROOFWP OR W.P.

WELDED ON MALE INTERLOCKWOM

WELDED ON FEMALE INTERLOCKWOF

WIDE FLANGE OR WATTSW

WITHOUTW/OUT

WITHW/

W

VERTICALVERT

V

UNITED STATES ARMY CORPS OF ENGINEERSUSACE

UPPER POOLUP

UNLESS NOTED OTHERWISEUNO

UNIFIED NATIONAL COARSEUNC

UNDERWRITERS LABORATORYUL

UNITED FACILITIES CRITERIAUFC

UPSTREAMU/S

ULTRASONIC TESTINGUT

U

TOP OF ROCKTOR

TYPICAL(TYP) OR TYP

TRANSVERSETRANS

TILT PLATETP

TOP AND BOTTOMT&B

TOP OF STEELTOS

TOP OF GRATINGTOG

TOP OF CONCRETETOC

TILTMETERTM

THICKTHK

TOP FACE OR TRENCH FLOORTF

TEMPORARYTEMP

THREAD OR TOPT

TOP OFT.O. OR T/

T

SYMMETRICALSYM OR SYMM

SQUARESQ

STRAIGHTSTR

STIRRUPSTIR

STIFFENERSTIFF

STEELSTL

STAGGERED CENTERSSTG CTRS

STANDARDSTD

STATIONSTA

STRUCTURAL STEELSTR STL

STAINLESS STEELST STL

STRUCTURAL STEEL PAINTING COUNCILSSPC

SHEET PILESSP

STAINLESS STEEL OR SAFETY SWITCHSS

SPECIFICATIONSPEC

SPACINGSPA

SPACE/SPACESSP

SLOPESL

CONTRACTION JOINTSJ

SIMILARSIM

SHEETSHT

SCHEDULESCH

SECTIONSECT

SUSPENDED ACOUSTICAL TILE CEILINGSATC

S

RADIOGRAPH TESTING OR RIGHTRT

RAILROADRR

ROOMSRMS

REQUIREDREQ'D

REINFORCINGREINF

REFERENCEREF

RIVER CHAMBERRC

RADIUSRAD

RISER, RADIUSR

RIVER CHAMBERR/C

R

POLYVINYL CHLORIDEPVC

PROJECTIONPROJ

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PRESTRESSED CONCRETEPSC

PAIRPR

PHASEPH

PLATEP OR PL

PIECE OR PROTECTION CELLPC

P

OPTIONALOPT.

OPPOSITEOPP

OPENINGOPG

OUTSIDE FACEOF

OUTSIDE DIAMETEROD

ON CENTEROC

O

NOT TO SCALENTS OR N.T.S.

NEAR SIDENS

NOMINALNOM

NUMBERNO.

NATIONAL GEODETIC VERTICAL DATUMNGVD

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NEAR FACENF

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NOT IN CONTRACTNIC OR N.I.C.

N

MAGNETIC PARTICLE TESTINGM.T.

METALMTL

MOUNTEDMTD

MONOLITHMONO

MARKMK

MONOLITH JOINTMJ

MISCELLANEOUSMISC

MINIMUMMIN

MANUFACTURERMFR

MECHANICALMECH

MAXIMUMMAX

MATERIALMAT'L

METERM

MIDDLE WALLM/W

M

LOCK WASHERLW

LINEARLIN

LIGHT OR LEFTLT

LONG SLOTTED HOLELSL

LOW POINTLP

LOWER POOLLP

LOCATIONLOC

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

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HOOK DEVELOPMENT LENGTHLdh

DEVELOPMENT LENGTHLd

LAND CHAMBERLC

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MIXTURES, LITTLE OR NO FINES

GRAVEL-SAND

POORLY GRADED GRAVELS,

SEE CL BELOW)

PLASTIC FINES (FOR INDENTIFICATION PROCEDURES

LITTLE OR NO FINES

GRAVELLY SANDS,

WELL GRADED SANDS,

LITTLE OR NO FINES

GRAVELLY SANDS,

POORLY GRADED SANDS,

OF LOW PLASTICITY

ORGANIC SILT-CLAYS

ORGANIC SILTS AND

U

U

A

M B

O L

S

B

R D

E R

L

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G

GREATER THAN 6

BETWEEN ONE AND 3

NOT MEETING ALL GRADATION REQUIREMENTS FOR SW

NOT MEETING ALL GRADATION REQUIREMENTS FOR GW

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GREATER THAN 4C

U

D

(D )

BETWEEN ONE AND 3

D X D 10 60

C c

=C u

C c

D

D

(D )

D X D 10 60

M O

A N

G M

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S M

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A

LABORATORY CLASSIFICATION

CRITERIA

EXAMPLE:

U

A

IN

S

IZ

R V

E

IN

ID

E N

T

IF

Y

A C

T

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D

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EXAMPLE:

(2) ALL SIEVE SIZES ON THIS CHART ARE U.S. STANDARD.

SILTY SANDS, SAND-SILT MIXTURES

IDENTIFICATION PROCEDURES

ON FRACTIONS SMALLER THAN NO. 40 SIEVE SIZE

DRY STRENGTH

(CRUSHING

DILATANCY

(REACTION TO

SHAKING)

TOUGHNESS

(CONSISTENCY

NEAR PL)

OF ALL INTERMEDIATE PARTICLE SIZES

WIDE RANGE IN GRAIN SIZES AND SUBSTANTIAL AMOUNTS

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW)

NONPLASTIC FINES OR FINES WITH LOW PLASTICITY

OF ALL INTERMEDIATE PARTICLE SIZES

WIDE RANGE IN GRAIN SIZE AND SUBSTANTIAL AMOUNTS

WITH SOME INTERMEDIATE SIZES MISSING

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW)

NONPLASTIC FINES OR FINES WITH LOW PLASTICITY

CHARACTERISTICS)

WITH SOME INTERMEDIATE SIZES MISSING

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES

2 3 4 5 6 7 8

MAJOR DIVISIONS

GROUP

SYMBOLS

SYMBOL

COLORHATCHING

TYPICAL NAMES

NONEQUICK TO SLOWNONE TO SLIGHT

MEDIUM TO HIGH MEDIUM

SLOW SLIGHT

SLOW TO NONE

NONE HIGH

SLIGHT TO MEDIUM

VERY HIGH

HIGH TO

HIGH

MEDIUM TO

SLOW

NONE TO VERY

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

SLOW

NONE TO VERY

AND FREQUENTLY BY FIBROUS TEXTURE

READILY IDENTIFIED BY COLOR, ODOR, SPONGY FEEL

T

V

IS

O

A L

L E

R T

IC

IB

K

E

S

IL

A Y

S

L

IQ

ID

IM

IT

L E

A N

GW

GP

GC

SC

SM

SP

SW

GM

Y E

L L

O W

R E

D Y

E L

L O

W R

E D

G R

E E

N

MH

OL

CL

ML

O R

A N

G E

B L

U E

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A Y

S

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IM

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G R

E A

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A N

HIGHLY ORGANIC SOILS

INFORMATION REQUIRED FOR

DESCRIBING SOILS

UNIFIED SOIL CLASSIFICATION

(INCLUDING IDENTIFICATION AND DESCRIPTION)

PT

OH

CH

S

IE

E

C O

A R

S E

G R

A

IN

A S

S

IF

L L

O W

S

D E

T E

R M

R C

E N

T A

G

A V

A

IN

S

R V

E

D E

P E

N D

R C

E N

T A

E S

F

R A

C T

A L

L

WITH CLAY

POORLY GRADED SAND SP-SC

WITH SILT

POORLY GRADED SAND SP-SM

WITH CLAY

WELL GRADED SAND SW-SC

WITH SILT

WELL GRADED SAND SW-SM

REQUIRE DUAL SYMBOLS

SANDS WITH 5 TO 12 % FINES B.

WITH CLAY

POORLY GRADED GRAVEL GP-GM

WITH SILT

POORLY GRADED GRAVEL GP-GM

WITH CLAY

WELL GRADED GRAVEL GW-GC

WITH SILT

WELL GRADED GRAVEL GW-GM

REQUIRE

GRAVELS WITH 5 TO 12% FINES A.

DUAL SYMBOLS

THAN 7

"A" LINE OR PL LESS

ATTERBERG LIMITS BELOW

THAN 4

"A" LINE OR PL LESS

ATTERBERG LIMITS BELOW

SYMBOLS

REQUIRING USE OF DUAL

BORDERLINE CASES

BETWEEN 4 AND 7 ARE

ABOVE "A" LINE WITH PL

THAN 4

"A" LINE OR PL LESS

ATTERBERG LIMITS BELOW

THAN 7

"A" LINE OR PL LESS

ATTERBERG LIMITS BELOW

DUAL SYMBOLS

REQUIRING USE OF

BORDERLINE CASES

BETWEEN 4 AN 7 ARE

HATCHED ZONE WITH PL

LIMITS PLOTTING IN

DRAINAGE CHARACTERISTICS

CONDITIONS AND

COMPACTNESS, CEMENTATION, MOISTURE

DEGREE OF

INFORMATION ON STRATIFICATION,

FOR UNDISTURBED SOILS ADD

SYMBOL IN PARENTHESES

PERTINENT DESCRIPTIVE INFORMATION AND

LOCAL OR GEOLOGIC NAME AND OTHER

AND HARDNESS OF THE COARSE GRAINS;

ANGULARITY, SURFACE CONDITION

AND GRAVEL, MAX SIZE,

APPROXIMATE PERCENTAGES OF SAND

GIVE TYPICAL NAME; INDICATE

MOIST IN PLACE; ALLUVIAL SAND. (SM)

DRY STRENGTH, WELL COMPACTED AND

15% NONPLASTIC FINES WITH LOW

SAND GRAINSCOARSE TO FINE; ABOUT

MAXIMUM SIZE; ROUNDED AND SUBANGULAR

ANGULAR GRAVEL PARTICLES, IN.

SILTY SAND, GRAVELLY; ABOUT 20% HARD

IN PARENTHESIS

DESCRIPTIVE INFORMATION AND SYMBOL

NAME AND OTHER PERTINENT

IF ANY, LOCAL OR GEOLOGIC

GRAINS, COLOR IN WET CONDITION, ODOR

AMOUNT AND MAXIMUM SIZE OF COARSE

AND CHARACTER OF PLASTICITY,

GIVE TYPICAL NAME, INDICATE DEGREE

MOISTURE AND DRAINAGE CONDITIONS

IN UNDISTURBED AND REMOLDED STATES,

STRUCTURE, STRATIFICATION, CONSISTENCY

INFORMATION ON

FOR UNDISTURBED SOILS ADD

LOESS, (ML)

AND DRY IN PLACE

NUMEROUS VERTICAL ROOT HOLES, FIRM

SMALL PERCENTAGE OF FINE SAND,

CLAYEY SILT, BROWN, SLIGHTLY PLASTIC,

AND BASING FRACTIONS ON ESTIMATED WEIGHTS)

(EXCLUDING PARTICLES LARGER THAN 3 INCHES

FIELD IDENTIFICATION PROCEDURES

SEE CL BELOW)

PLASTIC FINES (FOR IDENTIFICATION PROCEDURES

MIXTURES, LITTLE OR NO FINES

GRAVEL-SAND

WELL-GRADED GRAVELS,

MIXTURES

GRAVEL-SAND-SILT

SILTY GRAVELS,

MIXTURES

GRAVEL-SAND-CLAY

CLAYEY GRAVELS,

SAND-CLAY MIXTURES

CLAYEY SANDS,

WITH SLIGHT PLASTICITY

CLAYEY SILTS

OR CLAYEY FINE SANDS OR

FINE SANDS, ROCK FLOUR, SILTY

INORGANIC SILTS AND VERY

SILT CLAYS, LEAN CLAYS

CLAYS, SANDY CLAYS,

MEDIUM PLASITICITY, GRAVELLY

INORGANIC CLAYS OF LOW TO

SILTY SOILS, ELASTIC SOILS

DIATOMACEOUS FINE SANDY OR

INORGANIC SILTS, MICACEOUS OR

PLASTICITY FAT CLAYS

INORGANIC CLAYS OF HIGH

HIGH PLASTICITY ORGANIC SILTS

ORGANIC CLAYS OF MEDIUM TO

ORGANIC SOILS

PEAT AND OTHER HIGHLY

F

IN

E S

L

IT

T

C L

E

A V

E L

S

E S

A M

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N T

A

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B L

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B L

E

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E S

S A

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R G

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A L

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A R

A C

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S A

N D

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U

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A T

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A T

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IA

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SCREENING IS NOT INTENDED. SIMPLY REMOVE BY HAND THE COARSE PARTICLES THAT INTERFERE WITH THE TESTS.

THESE PROCEDURES ARE TO BE PERFORMED ON THE MINUS NO.40 SIEVE SIZE PARTICLES, APPROXIMATELY IN. FOR FIELD CLASSIFICATION PURPOSES, FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOILS OR FRACTIONS

(1) BOUNDARY CLASSIFICATIONS: SOILS POSSESSING CHARACTERISTICS OF TWO GROUPS ARE DESIGNATED BY COMBINATIONS OF GROUP SYMBOLS. FOR EXAMPLE GW-GC: WELL GRADED GRAVEL-SAND MIXTURE WITH CLAY BINDER.

(REF: 2ND EDITION EARTH MANUAL, BUREAU OF RECLAMATION, 1990)

SHOW A MODERATELY QUICK REACTION.

REACTION WHEREAS A PLASTIC CLAY HAS NO REACTION. INORGANIC SILTS, SUCH AS A TYPICAL ROCK FLOUR, CHARACTER OF THE FINES IN A SOIL. VERY FINE CLEAN SANDS GIVE THE QUICKEST AND MOST DISTINCT

OF WATER DURING SHAKING AND TS DISAPPEARANCE DURING SQUEEZING ASSIST IN IDENTIFYING THE

THE SURFACE, THE POT STIFFENS, AND FINALLY IT CRACKS OR CRUMBLES. THE RAPIDITY OF APPEARANCE

WHEN THE SAMPLE IS SQUEEZED BETWEEN THE FINGERS, THE WATER AND GLOSS DISAPPEAR FROM

WATER ON THE SURFACE OF THE PAT WHICH CHANGES TO A LIVERY CONSISTENCY AND BECOMES GLOSSY.

AGAINST THE OTHER HAND SEVERAL TIMES. A POSITIVE REACTION CONSISTS OF THE APPEARANCE OF

PLACE THE PAT IN THE OPEN PALM OF ONE HAND AND SHAKE HORIZONTALLY, STRIKING VIGOROUSLY

SOFT BUT NOT STICKY.

A VOLUME OF ABOUT ONE-HALF CUBIC INCH. ADD ENOUGH WATER, IF NECESSARY, TO MAKE THE SOIL

AFTER REMOVING PARTICLES LARGER THAN NO. 40 SIEVE SIZE, PREPARE A PAT OF MOIST SOIL WITH

DILATANCY (REACTION TO SHAKING)

WHEREAS A TYPICAL SILT HAS THE SMOOTH FEEL OF FLOUR.

BUT CAN BE DISTINGUISHED BY THE FEEL WHEN POWDERING THE DRIED SPECIMEN. FINE SAND FEELS GRITTY, ONLY VERY SLIGHT DRY STRENGTH. SILTY FINE SANDS AND SILTS HAVE ABOUT THE SAME SLIGHT DRY STRENGTH, HIGH DRY STRENGTH IS CHARACTERISTIC FOR CLAYS OF THE CH GROUP. A TYPICAL INORGANIC SILT POSSESSES

THE DRY STRENGTH INCREASES WITH INCREASING PLASTICITY.

IS A MEASURE OF THE CHARACTER AND QUANTITY OF THE COLLOIDAL FRACTION CONTAINED IN THE SOIL.

DRYING, AND THEN TEST ITS STRENGTH BY BREAKING AND CRUMBLING BETWEEN THE FINGERS. THIS STRENGTH

OF PUTTY, ADDING WATER IF NECESSARY. ALLOW THE PAT TO DRY COMPLETELY BY OVEN, SUN, OR AIR

AFTER REMOVING PARTICLES LARGER THAN NO. 40 SIEVE SIZE, MOLD A PAT OF SOIL TO THE CONSISTENCY

DRY STRENGTH (CRUSHING CHARACTERISTICS)

HIGHLY ORGANIC CLAYS HAVE A VERY WEAK AND SPONGY FEEL AT THE PLASTIC LIMIT.

CLAYS AND ORGANIC CLAYS WHICH OCCUR BELOW THE A-LINE.

LIMIT INDICATES EITHER INORGANIC CLAY OF LOW PLASTICITY, OR MATERIALS SUCH AS KAOLIN-TYPE

THREAD AT THE PLASTIC LIMIT AND QUICK LOSS OF COHERENCE OF THE LUMP BELOW THE PLASTIC

CRUMBLES, THE MORE POTENT IS THE COLLOIDAL CLAY FRACTION IN THE SOIL. WEAKNESS OF THE

THE TOUGHER THE THREAD NEAR THE PLASTIC LIMIT AND THE STIFFER THE LUMP WHEN IT FINALLY

ACTION CONTINUED UNTIL THE LUMP CRUMBLES.

AFTER THE THREAD CRUMBLES, THE PIECES SHOULD BE LUMPED TOGETHER AND A SLIGHT KNEADING

CRUMBLES WHEN THE PLASTIC LIMIT IS REACHED.

MUST BE ADDED AND REDUCED AND THE SPECIAMEN STIFFENS, FINALLY LOSES ITS PLASTICITY, AND

REPEATELDLY. DURING THIS MANIPULATION THE MOISTURE CONTENT IS GRADUALLY TOO DRY, WATER

A THREAD ABOUT ONE-EIGHTH INCH IN DIAMETER. THE THREAD IS THEN FOLDED AND REROLLED

THEN THE SPECIMEN IS ROLLED OUT BY HAND ON A SMOOTH SURFACE OR BETWEEN THE PALMS INTO

SPREAD OUT IN A THIN LAYER AND AND ALLOWED TO LOSE SOME MOISTURE BY EVAPORATION.

CUBIC INCH IS MOLDED TO THE CONSISTENCY OF PUTTY. IF STICKY, THE SPECIMEN SHOULD BE

AFTER REMOVING PARTICLES LARGER THAN NO. 40 SIEVE SIZE A SPECIMEN OF SOIL ABOUT ONE-HALF

TOUGHNESS (CONSISTENCY NEAR PLASTIC LIMIT)

"U" LINE IS AN EMPIRICAL BOUNDARY FOR NATURAL SOILS. (REF: DAS, 1990)

U-LINE: PI= 0.9 (LL -8)

A-LINE: PI= 0.73 (LL -20)

P L

A S

T

IC

IT

Y

IN

D E

X

P I

0 100 200 300 400 500

10 20 30 40 50 60

LIQUID LIMIT, LL

60 70 80 90 100 110 12050

LIQUID LIMIT, LL

CH OR OH

U-LINE

A-LINE

CL OR OL

CL-ML

OF COARSE-GRAINED SOILS.

SOILS AND FINE-GRAINED FRACTION

FOR CLASSIFICATION OF FINE-GRAINED

U A

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VISUAL IDENTIFICATION OF SAMPLES DESCRIPTION OF CONSISTENCY OF FINE-GRAINED SOILS

DEGREE OF ROCK WEATHERING

SAND

DEFINITION OF SOIL COMPONENTS AND FRACTIONS

1. GRAIN SIZE

MATERIAL FRACTION SIEVE SIZE

BOULDERS

COBBLES

GRAVEL

12 IN. +

3 IN. - 12 IN.

IN. - 3 IN.

NO. 4 TO IN.

NO. 10 TO NO. 4

NO. 40 TO NO. 10

NO. 200 TO NO. 40

PASSING NO. 200FINES

COARSE

FINE

COARSE

MEDIUM

FINE

(REF: NAVFAC 7.2, 1982)

CONSISTENCY

31 MARCH 1972)

RANGE OF STANDARD RANGE OF UNCONFINED

COMPRESSIVE STRENGTH, TSF (2)PENETRATION RESISTANCE (1)

VERY SOFT LESS THAN 2 LESS THAN 0.25

SOFT 2 TO 4 0.25 TO 0.5

4 TO 8 0.5 TO 1.0

STIFF 8 TO 15 1.0 TO 2.0

VERY STIFF 15 TO 30 2.0 TO 4.0

HARD GREATER THAN 30 GREATER THAN 4

(1) NUMBER OF BLOWS FROM 140 LB. WEIGHT FALLING 30 IN. TO DRIVE 2 IN. OD, 1-3/8 IN. ID, SAMPLER 1 FOOT.

(REF EM 1110-2-1907,

MEDIUM

(SILT AND CLAY)

2. COARSE AND FINE GRAINED SOILS

DESCRIPTIVE ADJECTIVE PERCENTAGE REQUIREMENT

TRACE 1 - 10%

LITTLE 10 - 20%

SOME 20 - 35%

AND 35 - 50%

RQD

0-25%

25-50%

50-75%

75-90%

90-100%

VERY POOR

POOR

FAIR

GOOD

EXCELLENT

DESCRIPTION

DESCRIPTIVE TERM RANGE OF STANDARD PENETRATION RESISTANCE (1)

0 TO 4

4 TO 10

10 TO 30

30 TO 50

50 AND OVER

(1) NUMBER OF BLOWS, FROM 140 LB. WEIGHT FALLING 30 IN. TO DRIVE 2 IN. OD,

1-3/8 IN. ID, SAMPLER 1 FOOT.

VERY LOOSE

LOOSE

MEDIUM

DENSE

VERY DENSE

(REF: EM 1110-2-1907, 31 MARCH 1972)

ON THE DISCONTINUITY SURFACE

NEAR VERTICAL STEPS AND RIDGES OCCUR

ASPERITIES CLEARLY VISIBLE; DISCONTINUITY

SURFACE FEELS VERY ABRASIVE

ASPERITIES ARE DISTINGUISHABLE AND

CAN BE FELT

SURFACE APPEARS SMOOTH, FEELS SMOOTH

VISUAL EVIDENCE OF POLISHING

ROUGH:

VERY ROUGH:

SLIGHTLY ROUGH:

SMOOTH:

SLICKENSIDED:

SOME RIDGE AND SIDE-ANGLE STEPS ARE EVIDENT;

VERY SOFT:

MODERATELY HARD:

HARD:

SOFT:

CAN BE SCRATCHED WITH KNIFE OR SHARP PICK

CORE BREAKS WITH MODERATE HAMMER BLOW.

CAN BE SCRATCHED WITH KNIFE OR SHARP PICK

WITH DIFFICULTY (HEAVY PRESSURE).

HEAVY HAMMER BLOW REQUIRED TO BREAK CORE.

WITH FINGERNAIL OR CARVED WITH KNIFE.

BREAKS WITH LIGHT MANUAL PRESSURE.

CAN BE GOUGED BY KNIFE OR SHARP PICK

WITH LIGHT PRESSURE. CAN BE SCRATCHED

WITH FINGERNAIL. BREAKS WITH LIGHT TO

MODERATE MANUAL PRESSURE.

CAN BE READILY INDENTED OR GOUGED

WITH LIGHT TO MODERATE PRESSURE.

CANNOT BE SCRATCHED WITH FINGERNAIL.

SPACING/THICKNESSJOINTS BEDDING

LAMINATED

VERY THIN

THIN

MEDIUM

THICK

VERY THICK

BROKEN

HIGHLY FRACTURED

MODERATELY FRACTURED

SLIGHTLY FRACTURED

UNFRACTURED

< 1 IN.

1 IN. - 4 IN.

4 IN. - 1 FT.

1 FT. - 3 FT.

3 FT. - 10 FT.

> 10 FT.

VERY SLIGHTLY FRACTURED

VERY HARD: CANNOT BE SCRATCHED WITH KNIFE OR SHARP PICK.

CORE BREAKS WITH REPEATED HEAVY HAMMER BLOWS.

UNWEATHERED:

SLIGHTLY WEATHERED:

MODERATELY WEATHERED:

HIGHLY WEATHERED:

DECOMPOSED:

ROCK VOLUME ALTERED.

ALONG DISCONTINUITIES, LESS THAN 10 PERCENT OF THE

SLIGHT DISCOLORATION ON SURFACE, SLIGHT ALTERATION

PERCENT OF THE ROCK ALTERED.

SURFACES, WEATHERING " HALOS" EVIDENT, 10 TO 50

WITH ALTERATION PENETRATING WELL BELOW ROCK

DISCOLORING EVIDENT, SURFACE PITTED AND ALTERED

LEACHED AWAY.

SLIGHTLY WEATHERED ROCK NOTICEABLE, SOME MINERALS

NEARLY ALL OF THE ROCK WITH SOME POCKETS OF

ENTIRE MASS DISCOLORED, ALTERATION PERVADING

GENERALLY MOLDED AND CRUMBLED BY HAND.

ROCK REDUCED TO A SOIL WITH RELICT ROCK TEXTURE,

OR TORVANE SHEAR APPARATUS

(2) UNCONFINED COMPRESSIVE STRENGTH MAY ALSO BE APPROXIMATED USING A POCKET PENETROMETER

TO THE LENGTH OF THE CORE RUN.

OR LONGER (MEASURED ALONG THE CENTERLINE)

SOUND CORE PIECES 4 IN. (10.16 CM) IN LENGTH

RQD IS THE ROCK QUALITY DESIGNATION (RQD),

ROCK QUALITY DESIGNATIONROCK QUALITY DESIGNATION

JOINT ROUGHNESS

ROCK HARDNESS

ROCK BEDDING & FRACTURE FREQUENCY

ALTERATIONS

NO EVIDENCE OF ANY CHEMICAL OR MECHANICAL

DESCRIPTION OF SOILS

PLASTIC LIMIT. THE THREAD AND THE LUMP HAVE VERY HIGH STIFFNESS.

CONSIDERABLE PRESSURE IS REQUIRED TO ROLL THE THREAD TO NEAR THE HIGH:

LIMIT. THE THREAD AND THE LUMP HAVE MEDIUM STIFFNESS.

MEDIUM PRESSURE IS REQUIRED TO ROLL THE THREAD TO NEAR THE PLASTICMEDIUM:

LIMIT. THE THREAD AND THE LUMP ARE WEAK AND SOFT.

ONLY SLIGHT PRESSURE IS REQUIRED TO ROLL THE THREAD NEAR THE PLASTIC LOW:

TOUGHNESS

THEN THE PLASTIC LIMIT.

LIMIT. THE LUMP CAN BE FORMED WITHOUT CRUMBLING WHEN DRIER PLASTIC

LIMIT. THE THREAD CAN BE REROLLED SEVERAL TIMES AFTER REACHING THE

IT TAKES CONSIDERABLE TIME ROLLING AND KNEADING TO REACH THE PLASTIC HIGH:

LIMIT. THE LUMP CRUMBLES WHEN DRIER THAN THE PLASTIC LIMIT.

PLASTIC LIMIT. THE THREAD CANNOT BE REROLLED AFTER REACHING THE PLASTIC

THE THREAD IS EASY TO ROLL AND NOT MUCH TIME IS REQUIRED TO REACH THE MEDIUM:

DRIER THAN THE PLASTIC LIMIT.

THE THREAD CAN BARELY BE ROLLED AND THE LUMP CANNOT BE FORMED WHEN LOW:

A 1/8-IN. (3-MM) THREAD CANNOT BE ROLLED AT ANY WATER CONTENT.NONPLASTIC:

PLASTICITY

WILL NOT CRUMBLE OR BREAK WITH FINGER PRESSURESTRONG:

CRUMBLES OR BREAKS WITH CONSIDERABLE FINGER PRESSUREMODERATE:

CRUMBLES OR BREAKS WITH HANDLING OR LITTLE FINGER PRESSUREWEAK:

CEMENTATION

(REF: ASTM D 2488)

ABBREVIATIONS USED

= MECHANICALMECH

= MAXIMUMMAX

= LAND WALLLW

= LIGHTLT

= LIMESTONELS

= LOW PLASTICITYLP

= POUNDS (WEIGHT)LB

= LOW ANGLE FRACTURELAF

= JOINTJT

= IRREGULARIR

= INTERBEDDEDINTRBD

= INDURATEDIND

= HIGH PLASTICITYHP

= HIGHLYHIGH

= HORIZONTAL FRACTUREHF

= HARDHD

= HIGH ANGLE FRACTUREHAF

= GRAYGY

= GROUND WATERGW

= GRAVELGRAV

= GRAIN, GRAINEDGR

= GREENGN

= GENERALLYGEN

= FREQUENTFREQ

= FRAGMENT(S)FRAG(S)

= FRACTUREFRAC

= FINEFN

= DARKDK

= DIAGONAL FRACTUREDF

= CRUMBLYCRUMB

= COARSECRS

= CONCRETION(S)CONCN(S)

= CONCRETECONC

= CLEAN OUTCO

= CLAYSTONECLST

= CLAYSHALECLSH

= CIRCULARCIR

= CARBONACEOUSCARB

= CALCAREOUSCALC

= BASE OF WEATHERINGBW

= BROKENBRKN

= BRECCIABRECC

= BROWNBR

= BOTTOM OF HOLEBOH

= BLACKBLK

= ARGILLACEOUSARG

= ANGULARANG

= ACTUAL SIEVE %*

SYMBOL.

AND DATE OF READING NEXT TO

= GROUNDWATER LEVEL. GIVE TIME

= WEIGHT OF TOOLSWOT

= WEIGHT OF HAMMERWOH

= WHITEWH

= WEATHEREDWEATH

= WAVYWVY

= WITHW/

= VERTICAL FRACTUREVF

= VERTICALVERT

= VERYV

= TOP OF SOUND ROCKTSR

= TRACETR

= TOP OF ROCKTOR

= TOP OF HOLETOH

= TIGHTTI

= SUB-ROUNDEDSUB-RND

= SUB-ANGULARSUB-ANG

= STRINGERSTRING

= STAINEDST

= SANDSTONESS

= SOUND ROCKSR

= SMOOTHSM

= SILTSTONESLTST

= SILTSHALESLTSH

= SLICKENSIDE(S)SLICK(S)

= SLIGHTLYSL

= SOFTSF

= RIVERWALLRW

= ROUNDEDRND

= ROUGHRGH

= RIVER FACERF

= PLANARPL

= PIECESPCS

= ORGANICORG

= OPENOP

= OUTSIDE DIAMETEROD

= OCCASIONALLYOCC

= OVERBURDENOB

= NUMEROUSNUM

= NON-PLASTICNP

= NODULE(S)NOD(S)

= MEDIUM PLASTICITYMP

= MOTTLEDMOT

= MODERATELYMOD

= MIXEDMIX

= MICACEOUSMICA

= MEDIUMMED

GROUP SYMBOL

ROCK

CLASSIFICATION

LIMESTONE

SILTSHALE

SHALE

SILTSTONE

CLAYSTONE

CLAY SHALE

CAVITY

SANDSTONE

INDURATED CLAY

COAL

S E

D

IM

E N

T A

C K

S

CLASSIFICATION OF ROCK

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CERTIFIED FINAL DOCUMENTS

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DRILL LOG UG18

J. JAMES

J. JAMES

N O

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-073572

/s/ JAMES R. JAMES

SOLICITATION NO.:

DESIGNED BY:

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SIZE:

SUBMITTED BY:

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ISSUE DATE:

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ID

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C. VOLLMER

SHEET 1 OF 1

DRILL LOG UG19

J. JAMES

J. JAMES

N

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P E

-073572

/s/ JAMES R. JAMES

SOLICITATION NO.:

DESIGNED BY:

DESCRIPTIONM ARK

SIZE:

SUBMITTED BY:

DATE

CONTRACT NO.:CHECKED BY:

DRAW N BY:

ISSUE DATE:

S H

E E

T

ID

U.S. ARM Y CORPS OF ENGINEERS

o f E n g in e e r s

U S

A rm y C o rp s

A B C D E F

PITTSBURGH DISTRICT

W 911W N-16-B-8006

ANSI D

FILE NAME:

PLOT DATE:

1000 LIBERTY AVENUE

PITTSBURGH PA, 15222

LDAO_310_B-6041.dgn

01-JUN-2016 14:04

IP_PW P:dms47719\LDAO_310_B-6041.dgnH4TSDRST

OHIO RIVER

DASHIELDS LOCKS AND DAM

GUIDE W ALL STABILIZATION

FOTER PLAZA 8, SUITE 400

730 HOLIDAY DRIVE

PITTSBURGH, PA 15220

GANNETT FLEMING

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"A" STATIONS

"B" STATIONS

"R" OFFSETS

F L O

W

M1

M7

MAN

DEAD

M8

M9

M5

M3

DASHIELD

M6

M4 M2

0+00

"A" STATIONS

"B" STATIONS

"R" OFFSETS

"R" OFFSETS

"L" OFFSETS

"L" OFFSETS

451000

452000

453000

454000

453000

451000

454000

452000

SURVEY CONTROL PLAN

SCALE: 1"=200'

CONSTRUCTION OFFICE.

REPRESENTATIVE (COR) AT THE USACE CONTRACTING OFFICER (KO) OR THEIR

CONTACT THE USACE PITTSBURGH DISTRICT GEOSPATIAL SECTION VIA THE

FOR QUESTIONS RELATED TO THE SURVEY DATA ON THIS SHEET PLEASE 10

VIA THE COE PID.(USACE SURVEY MARKER AND RETRIEVAL TOOL) AND SEARCH

ON THIS DRAWING. FOR GEOGRAPHIC COORDINATES PLEASE CONSULT U-SMART

THE GOVERNMENT OF RECOVERY OF ANY OF THE SURVEY CONTROL MONUMENTS

THE PUBLIC WEBSITE USMART.USACE.ARMY.MIL SHALL BE UTILIZED FOR NOTIFYING 9.

OF MULTIPLE WATER ELEVATION AND GAUGE MEASUREMENTS OVER MULTIPLE DAYS.

GAUGE (DSHP1) LOCATED AT THE UPPER END OF THE LOCK. THIS IS BASED OFF

THE UPPER POOL WATER SURFACE IS 0.25' HIGHER THAN THE WIRE WEIGHT RIVER 8.

MONUMENTS.

A TRIBRACH IS REQUIRED FOR APPROPRIATE USE OF THE PEDESTAL ALL-THREAD,

THE DATUM POINT ON PEDESTAL MONUMENTS IS THE TOP CENTER OF THE 5/8" 7.

ABOVE TABLE AS STATION OF OFFSET.

COORDINATES WOULD BE SHORTER THAN THE GROUND DISTANCES SHOWN IN THE

IMPORTANT TO NOTE THAT ANY DISTANCES DERIVED FROM INVERSING GRID

1000 FEET WOULD REDUCE TO A GRID DISTANCE OF 999.933 FEET. IT IS

THE PROJECT IS 0.99993253. THIS MEANS THAT A MEASURED GROUND DISTANCE OF

(ELEVATION 706 FEET). THE COMBINED SCALE FACTOR (GRID AND ELEVATION) AT

AND OFFSET) SHOWN IN THE ABOVE TABLE ARE LISTED IN GROUND VALUES

FROM THE NAD83 (NSRS2007) GRID COORDINATES, BUT THE DISTANCES (STATION

THE STATION AND OFFSET COMPUTATIONS FOR THIS PROJECT WERE DERIVED 6.

DESCENDING BANK OF THE RIVER.

THE RIGHT DESCENDING BANK OF THE RIVER AND "L" BEING THE LEFT

LISTED NSRS GRID COORDINATES ON THE BASELINE, WITH "R" BEING

BEING DOWNSTREAM. STATIONING IS DEFINED AS ZERO STARTING AT 0+00

NSRS GRID COORDINATES WITH "A" BEING UPSTREAM AND "B"

A BASELINE IS DEFINED BY THE END POINTS M5 AND M6 EXPRESSED IN 5.

ONLY AND SHOULD BE UTILIZED ONLY AS SUCH.

DATABASE AND ARE LABELED WITH THE PID, THEY ARE VERTICAL CONTROL

CONTROL POINTS DEAD MAN AND DASHIELDS ARE BENCH MARKS IN THE NSRS 4.

DASHIELDS LOCK AND DAM IS 0.45 FEET HIGHER THAN NAVD88 DATUM.

NSRS ELEVATION OF DEAD MAN (NGS PID KY0015). THE LEGACY DATUM AT

ADJUSTMENT OF THE 2015 SETTLEMENT SURVEY, HOLDING THE PUBLISHED

THE NAVD 1988 ORTHOMETRIC HEIGHTS WERE DERIVED BY A LEAST SQUARES 3.

PART OF THE NSRS.

NETWORK WAS BASED ON CORS AND MULTIPLE HARN/BENCHMARKS WHICH ARE

READJUSTED IN 2007 TO THE UPDATED NAD83(NRSR2007) SYSTEM. THIS

SQUARES ADJUSTMENT OF THE 2003 OHIO RIVER GPS CONTROL SURVEY,

THE NSRS GRID COORDINATES FOR M1 THRU M9 WERE DERIVED BY A LEAST 2.

NAVD88 WITH US SURVEY FEET.

UNITS AS US SURVEY FEET. ALL REPORTED ELEVATIONS ARE BASED ON

PLANE COORDINATE SYSTEM - SOUTH ZONE NAD83(NSRS2007) WITH THE

ALL REPORTED HORIZONTAL COORDINATES ARE IN PENNSYLVANIA STATE 1.

S O

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®of Engineers

US Army Corps

1 2 3 4 5 6 7 8 9 10

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CERTIFIED FINAL DOCUMENTS

-J

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400'0 200'

SCALE: 1"=200'

N

:NOTES

CONTROLSURVEY

POINT

CONTROL

NORTHING

GRIDNSRS

EASTING

GRIDNSRS

ELEVATION

NAVD88

STATION

GROUND

OFFSET

GROUND

PIDCOE DESCRIPTION

M1 452230.06 1286295.88 705.57 A2+17.63 R197.90

MONOLITH

GATE US WALL RIVER ONDISK

M2 452510.01 1286007.94 705.54 B1+84.00 R197.88

MONOLITH

GATE DS WALL RIVER ONDISK

M3 452062.51 1286377.64 706.60 A3+93.06 R134.77 AGU649

MONOLITH

GATE US WALL MIDDLE ONDISK

M4 452526.27 1285900.67 706.66 B2+72.24 R134.76 AGW996

MARKPUNCH

NOT CROSS CENTER USEMONOLITH,

GATE DS WALL MIDDLE ONDISK

M5 451965.92 1286283.68 706.55 A3+93.03 R0.00 AGU646

MONOLITH

GATE US WALL LAND ONDISK

M6 452429.64 1285806.76 706.55 B2+72.21 R0.00 AGU647

MONOLITH

GATE DS WALL LAND ONDISK

M7 451909.13 1286205.68 -- A3+76.70 L95.09 AGW998

ESPLANADE

BEHIND MONUMENTPEDESTAL

M8 452048.49 1286048.24 -- A1+66.66 L104.94 AGU648

ESPLANADE

BEHIND MONUMENTPEDESTAL

M9 452318.29 1285739.61 -- B2+42.73 L126.64 AGW997

ESPLANADE

BEHIND MONUMENTPEDESTAL

MANDEAD 705.52 ACV836 KY0015 PIDNGS

DASHIELD 451865.15 1286341.17 705.81 A5+04.51 L32.17 ACX871 KY0014 PIDNGS

0+00 452239.89 1286001.91 -- 0+00.00 R0.00 MONUMENTEDNOT

V-1010

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®of Engineers

US Army Corps

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