BIB UOGRAPHIC DATA HEE - Soils and foundation ...

BIB UOGRAPHIC DATA HEE 1CONTROL NUMBER 2SUBJECT CLASIFICATION (695)

S TITL- AND SUBTITLE (240) Soils and foundation investigation proposed grain storage complex Aqaba Jordan report

4 PERSONAL AUTHORS (i00)

5 CORPORATE AUTHIORS (101)

Dames amp Moore

6 I)OCUMENT DATE (110)

1976 9 REFERENCEF ORGANIZATION (130)

17 NUMBER OF PAGES (120)

37p 8 ARC NUMBER (170)

J0624151 D157

DM

10 SWPPLEMENTARY NOTES (500)

I RSTRACT (950)

12 I ESCRIPTORS (920)

Jordan Grain elevators Scl properties

Storage Soils Agricultural engineeringSoil analysis

13 PROJECT NUMBER (150)

14 CONTRACT NO(1413) 15 CONTRACT TYPE (140)

G r a c r o p s JordanJ o r d a n

16 TYPE OF DOCUMENT (160)

iJ i 5 07 t1O-79)

c

4b

JA - -

ID

PIS AW 4

Z6

NI-VI

I il

0

4 AM NOm Yll

_j r Zf

Nt

44

Jr

- wqw 7i 3M

U VK Y

7 04

V T

7 l 5 awVIV

-44

V

ij

4i Pr 14M 1 i4 AU

SA

lo^MM Em s 00-mooste

ANOA 0 EARTH SCIENCES

pp IEIRONMENTAL

REPORT SOILS AND FOUNDATION INVESTIGATION PROPOSED GRAIN STORAGE COMPLEX AQABA JORDAN HASHEMITE KINGDOM OF JORDAN

NY (2) 06992-003-29 EO (1)

10S4 S (0A

~~~~i A 4 W t

DA M es 8 WOOR E

I IC~orrsvLrT- IN TIlE F1IIVIHF0NIMLlTAL AND AxI Itf) EA-T II ClCA 4

736-8188 WO PENNSYLVANIA PLAZA iEW YOrKrNEV Y0 R ICOOl)1 (IXXXXXXX t-

CABLE DAM EMORE T lt 1( I

September 28 1976

Black amp Veatch International Post Office Box 8405 15O Meadow Lake Parkway Kansas City Missouri 64114

Attention Mr William Duanne

Gent lemen

Please find attached our report of a soils and foundation investigation for a proposed grain storage complex in Aqaba Jordan This report is submitted in compliance with the terms of our subcontract agreement with Black amp Veatch dated June 9 1976

The field exploration for this project was performed under the technical supervision of one of our soils engineers Mr John S Horvath was the project engineer

The results of our study indicate that the storage silo can be constructed on a re-inForced conzrete mat in the originally planned 13cation Italso appears feasible to support the conveyor towers on shallow foundations

We have appreciated the opportunity to work with Black amp Veatch International on this project If you have any questions concerning this report please contact us

Sincerely yours

JME S ORE

Nichol s Chryss opouos Partner

NCJSHhjc (ten copies submitted)

TABLE OF CONTENTS

SECTION

I INTRODUCTION

GENERAL

PROPOSED STRUCTURES

PURPOSE AND SCOPE OF WORK

II SITE CONDITIONS

SURFACE

SUBSURFACE

General Geology Silo Area Conveyor Route

GROUNDWATER

II1 CONCLUSIONS AND RECOMMENDATIONS

SUMMARY

SEISMIC CONDITIONS

FOUNDATION DESIGN

General Silo and Headhouse Miscellaneous Structures - Silo Area Conveyor

EARTHWORK

Excavations Proofrolling BackfillFill Placement

IV PLATES

PLATE I - MAP OF AREA

PLATE 2 - PLOT PLAN

V APPENDIX - FIELD EXPLORATION AND LABORATORY TESTING

PAGE

1

1

I

2

2

2

3

3 3 4

5

5

5

5

6

6 6 7 8

9

9 9 9

10

II

12

DME~US 8 MOOnfl

REPORT

SOILS AND FOUNDATION INVESTIGATION

PROPOSED GRAN STORAGE COMPLZX

AQABA JORDAN

HASHEMITE KINGDOM OF JORDAN

INTRODUCTION

GENERAL

This report presents the results of our soils investigation and our

foundation recommendations for a grain storage complex to be constructed at

the Port of Aqaba Jordan The approximate layout of the proposed facilities

is shown on the Map of Area Plate 1 at the ed of tiis report

PROPOSED STRUCTURES

The structures to be constructed for this project fall Into three

categories

(1) a 30000 metric ton multi-bin grain storage silo to be constructed of re-inforced concrete The bins will be approximately 100 feet (30m) high and supported on a common mat foundatiorn approximately 70 by 220 feet (215 by 67 meters) in plan The average uniform pressure at foundation level is expected to be in the range of 5000 to 6000 lbsftz (24 to 29 kgcm 2) The headhouse will be adjacent to the north end of the silo It will be of lightweight steel construction and extend 80 to 100 feet (24 to 30m) above the top of the silo The headhouse basement will extend several meters below grade to accommodate mechanical equipment

(2) miscellaneous warehouse-type structurcs to be constructed in the vicinity of the silo and

KNOLME 0 Moonm

- 2 shy

(3) a conveyor to transport grain from the existing wharf area to the silo The conveyor will vary

from a few feet to as much as 100 feet (30m) or

more above ground The conveyor will be supported

by three large towers supported on mats with several intermediate support frames to provide

primarily wind bracing


The purpose of this investigation was to provide the neessary

foundation design parameters for the proposed construction To accomplish

this we performed the following work as authorized in our subcontract to

Black amp Veatch International dated June 9 1976

(1) supervised the drilling of borings within the project area

(2) performed laboratory tests to determine

the relevant engineering properties of the site soils and

(3) analyzed the field and laboratory results to evaluate foundation alternates and establish

foundation design criteria

SITE CONDITIONS

SURFACE

The overall project area is shown on Plate I Within this area

the ground generally slopes upwards from the wharf area southeastwards on

a relatively uniform moderate slope Major exceptions to this are a high

(up to approximately 30 feet (9m) above surrounding grade) railroad embankment

which crosses the area in a northeast-southwest direction and an earth dike

In the area of the proposed silo this dike is approximately 10 feet (3m)

high 12 feet (37m) wide at the top and 40 to 45 feet (122 to 137m)

wide at the base Side slopes are typically 15 horizontal to I vertical or

steeper

-3-

Most of the area along the conveyor route is occupied by warehouse

and other port-related structures We understand that the silo area is

currently used for truck parking

SUBSURFACE

General Geology The project area lies between the foot of a

mountain chain to the east and the Gulf of Aqaba to the west This has

resulted in a complex near-surface geology Soil primarily brown sand and

gravel with some cobbles and boulders has been washed down from the

mountains while at the same time gray silty clay silt and fine sand has

apparently been deposited in tidal flats along the shoreline Since the

shore at one time was several hundred meters east of its present position the

zone between past and present shorelines is underlain by a complex heteroshy

geneous series of predominantly granular mountain outwash soils underlain by

now-buried tidal flats of fine-grained material and more outwash soils The

borings drilled for this study reflect this general condition and are

discussed inmore detail in subsequent sections of this report A detailed

discussion of our field ex~loration methods is presented in the appendix to

this report

Silo Area The locations of the borings drilled for the storage

silo are shown on Plate I and is more detail on the Plot Plan Plate 2

Borings B-1 and B-2 were drilled first in the area of the originally desired

silo location However these borings revealed an unexpected layer of silty

clay silt and sand At that time borings B-7 to B-10 inclusive were added

to the drilling program to evaluate other potential silo sites since the

presence of clay under the silo could be a source of excessive settlement

Mr In MO0

-4-

All borings drilled in the silo area revealed generally similar

conditions as follows

(i) a layer of dense weakly-cemented mountain outwash sand gravel cobbles and boulders that extends from the ground surface to depths of 80 to 125 meters (262 to 410 feet)

(2) underlain by a layer approximately 3 to 6 meters (10 to 20 feet) thick comprised of varved sand silt clayey silt and silty clay This layer is extremely heterogeneous both in its areal and vertical extent and composition and was not foid in Borings B-3 and B-8 The heterogeneity of this soil layer is understandable in view of the complex geology involved in its formation especially in the area of the silo which was once a

tidal flat as discussed previously On the basis of the consolidation tests performed for this study it appears that the lenses of silty clay found in this layer are overconsolidated apparently because of past desiccation to approximately 6000 lbsft 2 (29 kgcm 2 ) in excess of existing overburden pressures and

(3) underlying the layer of fine-grained soils is another layer of dense outwash sand gravel and cobbles that exterded to the limits of the depths explored (up to 425 meters (1394 feet))

Conveyor Route Borings B-4 (A B C) B-5 and -6 (locations

shown on Plate 1) were drilled to evaluate soil conditions along the planned

conveor route Conditions found are similar to those in the silo area

except that the surface layer of dense sand gravel and cobbles as 4ell as

the underlying varved slty claysiltsand layer thins out going from

southeast to northwest towardF the shoreline Borings B-6 and B-4C also

encountered a layer of conglomerate rock known locally as beach rock We

understand that the beach rock is often found in the wharf area up to

several meters thick Borings B-4A and B-4C which were drilled near the

AR 4 gMOT

-5shy

existing shoreline terminated in a layer of boulder fill Due to budget

constraints the boulder fill was not penetrated to determine the nature of

the underlying soils However borings drilled in 953-4 along and just

east of the existing shoreline in the vicinity of Berths I and 7 indicate

that gray and brown sand (densities unknown) extended from just below

elevation 0 (datum unknown presumably mean tide) to approximately Elevation

-26 meters prior to filling for the wharf area The description of the soil

encountered appears to be similar to that in Boring B-5

GROUNDWATER

The exact mean tidal range in the Gulf of Aqaba is unknown although

it appears to be in the range of 1 to 15 meters (3 to 5 feet) Groundwater

was encountered in all borings at or near mean tide level Tidal fluctuations

of up to 60cm (2 feet) were observed in some of the boreholes

CONCLUSIONS AND RECOMMENDATIONS

SUMMARY

We believe that the structures for this grain storage complex

can be constructed at the planned locations utilizing shallow foundations

Settlements should be within tolerable limits that will permit proper

performance of the structures Detailed foundation design parameters are

presented later in this report

SEISMIC CONDITIONS

In the opinion of our seismologists the earthquake potential at

the site corresponds to that of Zone 3 of the Uniform Building Code For

such severe seismic potential liquefaction or loss of strength of granular

AMES MOOn1

-6shy

(sand and gravel) soils under earthquake motions is generally a concern

Although not studied for this investigation we believe that liquefaction

will probably not be a major problem at the site because of the relatively

low groundwater levels coarse texture and apparent high densities of the

submerged granular soils However liquefaction may be a problem where fine

sands exist such as at Boring B-5 and possibly other locations near the

existing shoreline

FOUNDATION DESIGN

General All foundations should be at least 2 feet (60cm) below

outside grade Existing surface soils in the silo area do not appear to

present a corrosion potential for concrete Type I cement may therefore

be used however any fill or aggregate for concrete brought onto the site

should be tested for their potential detrimental effects on concrete

Unwashed beach sand should not be used as concrete aggregate

Silo and Headhouse We undEstand that the grades in this area

will be raised and the silo bins supported on a common mat of re-inforced

concrete We recommend that the increase in net pressure under the silo

due to both fill and foundation loads be no greater than 6000 lbsft 2

(29 kgcm 2) If this unit pressure is used stress increases on the fineshy

grained soil layer at the original silo site will be held below the overshy

consolidation pressure and only relatively minor settlements should occur

We estimate that settlements under the center of the silo mat will be I to

Ii inches (25 to 38mm) with one-half to three-quarters of this settlement

occurring at the edges of the foundation Settlements should occur within

Net pressure Is the stress in excess of that currently existing at a given

depth below the ground surface

DDMrE-i It wuOOnf

a few weeks after load application

Maximum foundation edge pressures under short duration loads such

as wind or earthquake may be increased one-third above static load values

provided that no tensile pressures are created under the uplifted side of thle

mat Because of the dense granular nature of the near surface soils a

high safety factor against a bearing capacity failure should exist under the

recommended maximum allowable foundation pressures

The foundation for the headhouse basement should be kept at least

one meter (33 feet) above the fine-grained soil layer found in Boring B-I

The headhouse walls below grade should be designed to resist at-rest lateral

earth pressure plus the foundation loads from the adjacent silo and any

other surface surcharge loads

Miscellaneous Structures-Silo Area No borings were drilled for

the warehouses which will be immediately north and east of the silos Howshy

ever soil conditions in these areas should be similar to those in the silo

area Settlements under large floor loads should be proportional to those

under the silo The relationship of foundation pressures and widths and

settlements for the individual building footings can be estimated from the

following equation

S = 0006 pB

where S = footing settlement in Inches

2 p = ivrage net footing pressure In klpsft

P = foting width in feet

This equation assumes that all foundations are placed on properly compacted

soil as discussed later in this report that no footing Is less than 2 feet

00re2IFC04m

-8shy

wide and that the maximum footing pressure does not exceed 8 kipsFt2

(39 kgcm 2)

An increase of one-third in the static bearing pressure is

allowable for short duration ie wind or earthquake load conditions

provided that no tensile pressure exists at the uplifted edge of the

footing A suitable safety factor against a bearing capacity failure

should exist for all foundations designed in accordance with these

recommendations

Conveyor The three major conveyor foundations will primarily

resist loads in the plane of the conveyor They will be located near the

headhouse Boring B-5 and somewhere near the wharf For the foundations

near the heaohouse and B-5 the same foundation design criteria as

presented for the silo-area warehouses can be used since soil conditions

in these two areas are similar The foundation mats should be embedded

in the ground as deep as feasible to help against overturning moments

However for ease of construction foundations may be placed above the

water table wherever possible Due to insufficient subsoil data near the

wharf foundation recommendations cannot be made for this area other than

that all foundations be placed below the boulder fill

For the other smaller conveyor foundations which will support

transverse wind and earthquake loads foundation uplift capacity must be

provided for We recommend that this be achieved by embedding the footings

as deep as feasible to take advantage of embedment and overburden soil

pressures

-9-

EARTHWORK

Excavations The sand and gravel soils above the watcr table

exhibit a low-grade cementation that allows vertical cuts several tens of

feet deep It is possible however that this cementation may be rapidly

lost upon wetting of the soil Since rainfall often occurs in Aqaba in

brief but severe storms we recommend that all excavations be sloped at

least 15 horizontal to I vertical We should note however that most of

the foundation excavations we observed in the area (eg for the new

phosphate stores) used vertical cuts We also call your attention to the

fact that excavation may be difficult because of the presence of cobbles

and boulders throughout most of the silo and conveyor route areas

Proofrolling Any excavation to foundation level inevitably

disturbs the top few inches of soil left in place Therefore we recommend

that the bottom of all excavations be compacted (proofrolled) prior to

pouring foundation concrete Any areas of weakness disclosed during proofshy

rolling should be compacted further

BackfillFill Placement We recommend that any backfill or fill

placed in the silo area be similar in gradation and texture to the soils

existing near surface except that cobbles or boulders should not be used

in these fills All backfill and fill should be compacted in lifts not

greater than 8 inches (20 cm) in thickness and to at least 95 of the

maximum dry density obtained in a Modified Proctor compaction test (ASTM

D-1557-70 Method D) We believe that a vibratory roller would produce

the best compaction results

- 000 shy

Momsf It M00IDn

10

The followine Plates and Appendix are attached and complete

this report

Plate 1 Map of Area

Plate 2 Plot Plan

Appendix Field Exploration and Laboratory

Testing

John S Horvath Staff Engineer

NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0

E C5BORINGS DRILLED UNDER DAISESAMOORE

SCEERVISIONFORTHIS INVESTIGATION

REFERENCE

CRAVING TITLED AQABA PORT ID7D1985 RASTER PLAN PROVIDEDNV SLACK A VEATCHINTERNATIONAL Din ES~ S mt0t

PATE 1

0

Go

~$~+B-8

B-9

149300 E20 1 iii=~iii= shyii= bulli iiliii~i~ ~~iiiii iii

SCALE IN FEET

APPROXSCALEKEt6 INIMETERS ~~ DRILE ORNGUDENEMO

V SBUE-O O T1

OFKEY IK

BOINS RILE DASEURO poundGRE IOST

TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX

FIELD EXPLORATION AND LABORATORY TESTING

FIELD EXPLORATION

A total of 12 borings ranging in depth from 20 to 425 meters

(66 to 1394 feet) were drilled for this investigation GKN Keller of

Germany was the driller Shell and auger drill rigs were used and casing

was used in borings that extended below the water table to prevent collapse

of the boreholes Using this drilling method the borehole is advanced by

augering a given increment of depth to loosen the soil removing the loosened

soil with an orange-peel bucket driving the casing to the bottom of the

cleaned-out hole then sampling the soil by the desired method

The borings were drilled under the supervision of one of our soils

engineers who examined and classified all samples and kept a log of the

drilling operations Graphical presentations of the soils encountered are

shown on the Logi of Borings Plates A-IA to A-lG at the end of this appendix

The soils were clessififd using the Unified Soil Classification System which

is described on Plate A-2

The Standard Penetration Test (SPT) was performed without sampling

The sampler which is 2 inches (51 mm) 0 D was fitted with a 60 degree

solid end cone in lieu of the normal open drive shoe Such practice conforms

to a British Standard option where gravelly soils are encountered as at this

site The sampler was driven 45cm (177 in) using a 62 kg (1367 lb) drive

weight falling 30 inches (762 cm) The number of blows required to drive

the sampler the final 30 cm (118 in) unless otherwise noted is recorded

on the Log of Borings In the column labeled Blow Count This is the N

value from the SPT

A-2

Disturbed soil samples suitable for identification and index

property testing purposes were obtained at the depth of each SPT by mechanical

means

Relatively undistrubed soil samples were obtained by driving a

thick-wallkd steel tube approximately 4 inches (102 cm) 0 D by 18 inches

(457 cm) long into the ground A tapered drive shoe was screwed onto the

bottom of the tube to minimize sample disturbance In our opinion the

consolidation test samples obtained from these tubes were of excellent

quality

Borings B-I through B-6 were drilled at or close to locations

originally staked out by Black amp Veatch personnel Other boring locations

were estimated in the field by our engineer Boring elevations were estimated

by Black amp Veatch and Dames amp Moore using available charts and estimating

in the field Elevations are referenced to the Admiralty Chart datum of

Mean Tide (El 00 M)

LABORATORY TESTING

Soils Representative soil samples were shipped by air freight

to our Cranford New Jersey laboratory for further identification and

laboratory testing The remaining samples were left with CEC (Consulting

Engineering Center) in Amman Jordan

The following tests were performed to evaluate the engineering

properties of the soils influencing the performance of the proposed

structures

DMinn I M4OO

A-3

(I) Natural moisture contents were determined in accordance with ASTM Standard D2216-71 The results are presented in Table A-i on page A-4

(2) Atterberg Limits were determined in accordance with ASTM Standards D423-66 and D424-59 The results are also presented in Table A-1

(3) A grain size determination was performed using sieves in accordance with ASTM Standard D422-63 The results are shown graphically on Plate A-3 at the end of this appendix

(4) A Compaction Test was performed in accordance with ASTM Standard D1557-70 (Method D) The equipment used to perform this test and a description of the test method is shown on page A-5 The results are shown graphically on Plate A-4 at the end of this appendix and

(5) Consolidation Tests were performed on three samples to evaluate their compressibility Tnese tests were performed in accordance with ASTM Standard D2435-70 using the apparatus shown on page A-6 The results are presented graphically on Plates A-5A through A-5C

Chemical The following chemical test data were also obtained

from Boring B-1 Sample 1 (bulk samples) at a depth of 00 to 02 meters

pH - 72

soluble sulfates (S04 ) - 15 ppm

American Society for Testing and Materials

U1POmari OILA00N

A-4

TABLE A-I

Natural Depth Soil Moisture Liquid Plastic Plasticity

Boring (meters) Type Content() Limit() Limit() Index ()

B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5

M ETHOD OF PERFORMING COMPACTION TESTS

(STANDARD AN) MODIFIED AASIIO MET11ODS)

IT HAS BEEN ESTABISHED TIAT WHEN COMPACTING EFFORT IS HELD

CONSTANT THE DENSITY OF A

ROLLED EARTH FILL INCREASES

WITH ADDEI) MOISTURE UNTIL A

MAXIMUM DRY DENSITY IS OBTAINED

AT A MOISTURE CONTENT TERMED

Till OPTIMUM MOISTURIi CON-

TENT AFTER WHICH THE DRY

DENSITY I)ECREASES TIlE COM-

PACTION CURVE SHOWING Till RE-

LATIONSIIIP BETWEEN I)ENSITY AND

MOISTURE CONTEINT FOR A SPECIFIC

COMPACTLNG EFFORT IS I)ETER-

MINE) BY EXII IMINTA I METIIODS

TWO COMMONLY USF) MI-TtOI)S ARE

DESCRIBE) IN Till FOLLOWING

PARAGRAPHIS

FOR TilE SIANI)ARI) AASIIO

(ASTM D698-06 V amp AASIIO

199-( I) METIIOI) OF COMPACTION A

PORTION OF TIlE SOIL SAMPLE

PASSING TIH NO 4 SIEVI ES COM-PAC iED AT A SPECIFIC MOISTURE

CONTENT IN THREIE EQUAL LAYERS

IN A STAND)ARD COMPACTION CY- SOME APPARATUS FOR PERFORMING COMPACTION TESTS LIND)ER HAVING A VoLIME 01F 130 Shows from left to right 5-12 pound rammer (sleeve

CUBIC FOOT USING TWENTY-FIVE controlling 17 height of drop removed) 130 cubicshy

12-INChI BLOWS 01 A STANI)ARI) 5-12 foot cyl Inder with removable collar and base plate

POUND RAMMIERI TO COMPACT EACH and 10 potqnd rammer within sleeve

LAYER

IN TilE MODIFIEI) AASIIO (ASTM D-15 7-661 amp AASlI0 I Ho-(I) METHOD OF COMPACTION

A PORTION OF illE SoIl SAMPLE PASSING TIlE NO 4 SIEVI IS COMPACTID AT A SPECIFIC MOISTURE

CONTENT IN FIVI EQUAL LAYERS IN A STANI)ARD COMPACTION CYLINDER HAVING A VOLUME OF

130 CUBIC FOOT USING TWENTY-FIVE 18-INCII BLOWS OF A 10-POUNI) RAMMER TO COMPACT EACH

LAYER SEVERAl VARIATIONS OF THESE COMPACTION TESTING METIIODS ARE OFTEN USD AND

THESE ARE IIESCRIIIBEI) IN AASIIO amp ASTM SPECIIICATIONS

FOR HlOTI MEITIOI)S TIIF WET DE NSITY OF Till COMPACTE) SAMPLE IS I)ETERMINEI) IBY WEIGHING

TIIE KNOWN V()IUME OF SOIL 1iIF MOISTURE (ONTENT 13Y MEASURING TilE LOSS OF1WEIGIT OF A

PORTION OFTTIlF SAMIPIE WIEN OVEN DRII) AND TIl DRY DENSITY BY COMPUTING IT 1FROM TIlE WET I)ENSITY AND MOISTURE CONTENT A SERIES OF SUCHI COMPACTIONS IS PERFORMEI) AT IN-

CREASING MOISTURE CONTENTS UNTIL A SUFFICIENT NUMBER OF POINTS I)FFINING Till MOISTURE-DENSITY REIAIONSIII IHAVE BFEN OBTAINED TO PRMIT TIlE PLOTTING OF Till COMPACTION

CIRVE TIHE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTEiNT FOR TilE PARTICULAR COM-

PACTING EFFORT ARE DETERMINED) FROM TIlE COMPACTION CURVE

NIIL I I - 0I Ir 4lIII

A-6

T () )FI llilHMIN( (()NSflIII)AI )N [ESSX1VI

C()NSOII)ATIONT ESTS ARI PERFORMII) TO EVIIIATE TIlE VOIIIME (IIAN(ES 01 son Si1lIJ ECTEI)

T) INCREASI LOAI S TIME-CoNSOIIDATION AND PRISSURI -CONSOLII)ATION CIJRVI-S MAY BE PLOTshy

TIE)IROM Till DATA OBTAINEDI IN Till TESTS ENGINEERING ANALYSES BASED ON TIISE CURVES

To MAI)IOFi PROABLEI11R0IT FSIMATES1() IHE IAGNITUDE AND RATE OF SETTLEMINT OF TilE

TFSTI) SolII$ UNI)R APPIIEI) IOAI)S

EACII SAMPLE IS TESTED WITHIN BRASS RINGS TWO AND ONE-

HA LF INCHES IN DIAMETER AND ONE INCH IN LENGTII UNI)IS-

TURBEI) SAMIIS 01 IN-PILACE SOILS AlRE TESTED IN RINGS

TAKIN SAMIING INIROM TI11F DEVICE WIIIHII TIlE SAIMPLES

FRV OBTAINEDI LOOSE SAMPLES OF SOILS TO BE USED IN

C(ONSTRTIJ( TING IARITHI FIIS A(E- C(MPACTED IN RINGS TO

PRDEI)TE MINI I) (ON)ITIONS AND TEISTIED

IN TESTING TH1E SAMPLE IS RI(IDLY CONFINED LATERALLY

DEAD LOAD-PNEUMATICDO MTRTO TilEAXIAL ILOAI)S ARE TRANSMIITTEDBY TilE BRASS RING CONSOL IDOMETER

ENI)S 01 TilE SAMILE BY POROUS DISKS TillE DISKS ALLOW

DRAINAGIE OF SAMPEI- AXIAL ORTIE ILOAI)EI) FllE COMPRESSION EXPANSION OF TilE SAMPLE IS

MIASUREl) BY A MICEIOMEIER I)IAI INDICATOR AT APlPROPIlATE TIME INTERVALS AFTER EACH

LOAI) IN(CIRIEMENT IS AIPILIIEl) E-ACII OAD IS ORDINARIIY TWICI Till- PRECEI)ING LOAD TilHE IN-

TilE FIELL LOADING CRIEMENTS ARE SELCTErI) TO OBTAIN CONSOIIDATION DATA IREPHRESENTING

CONDITIONS FOH WIII(II TilE TEST IS BEING PER FORMIED EACII LOA) INCREIMENT IS A LLOWED TO

ACT OVER AN INTERVAI OF TIME DEPENDENT ON TilE TYPIE AND EXTENT OF THE SOIL IN TIIE

F1AELI)

U1shy

4I

The following Plates are attached and complete this Appendix

Plate A-IA - NWces plus Log of Boring (Boring B-i)

Plate A-IB - Log of Boring (Boring B-2)

Plate AIC - Log of Boring (Boring B-3)

Plate A-ID - Logs of Borings (Borings B-4A B C and B-5)

Plate A-IE - Logs of Borings (Borings B-6 and B-7)

Plate A-IF - Logs of Borings (Borings B-8 and B-9)

Plate A-IG - Log of Boring (Boring B-10)

Plate A-2 - Unified Soil Classification System

Plate A-3 - Particle Size Analysis (Sample B-1I)

Plate A-4 - Compaction Test Curve (Sample B-11)

Plates A-5A to A-5C - Consolidation Test Data

AM ASMOOMM

- -

tLu x ORING B-I SURFACE ELEVATION o8plusmn mmtERS

LOW SY OS0_ NT DESCRIPTIONS i - - 8O COARSETO FINE SAND AND COARSETO FINE

GRAVEL TRACE SILT WITH OCCASIONAL COBBLES 22 GRADING VERY DENSE AND BGULDENS TO UP 12 INCHES (30 CM) IN DIAMETER (VERY SENSE) 235 6o011 Sit 75 DINA5Nr

2-23

80P shy10 3 136m

66 - sw 66 4 25

15 921 GW85 BRON COARSE TO FINE SAND AND COARSE TO FINE - 26 GRAVEL WITH COBBLES TO 6 INCHES (15 CM) IN

5 DIAMIETER(VERY SENSE)

5rl i 90 2 7 - 20 6-- 90

V GRACING FINER AND MEDIUM DENSE 28shy

7 -9A 25 20 - 29shy

8shy22 114 BROWN SILTY CLAY SOME MEDIUM TO FINE SAND 30

30 9 --- ~ IN SAMs (STIFF) C

CL 3- SW

GRADING WITH OCCASIONAL LENSES OF FINE SAND CRA35 GRAY SILTY CLAY WITH OCCASIONAL LENSES OF 10532 G W 35 I9 FINE SAND (STIFF TA VERY STIFF)

CL ~33-

40 2 GRADINGSLTER 10

BROWN COARSE TO FINE SAND WITH VARIABLE AMOUNTS 34 OF COARSE TO FINE GRAVEL AND OCCASIONA13- COB1rEES(rEDIUM DENSE TO DENSE) 8A 1

45 0 115 35shy14

163

7 GRADING FINER WITH NO GRAVEL 9euro 1419- 3 o7 48m 39 - 60 18- OBLES0 40rl 40 -

GRADING GRAVELANDCOBLESBORING COMPLETED AT A DEPTH OF 404 METERS65 ER IT GRADNGGAVE OARSR WTH 4T) ON JULY 196

20 -- -- CASING USED (CO1EFT)10 A DEPTH OF 40O0METERS

66 l GEROUNDWATER ENCOUTEE D AT A DEPTH OrS 02

(135 PT) ON JULY 18 1976 WHILE DRILING

70 21

LOG OF BORING

NOTES

I THF FIGURES IN NE COLUMNLARELEDBLOW COUNTARE TIR NUMBER OP MEOWSPEQUIRED TO DRIVE A STANDARD SPLIT SPOON SAMPLER A DISTANCE OF TO CIRTIMT IRS(IINCHES) UNLESS OTHERWISENOTED USING A 62KG (1 6LR) DRIVE VEIGtSlPALLING TO iNES REYI (76CM) THE STANDARD SPLIT SPOON SAMfPLERIS 2 INCS (SIPM) 00 ANDWAS MODIFIED WITH A 60 DEGREI SOLID (NO CONE IN IIU OF THE NORMAL OPEN DRIV STTHOT RELATIVELR ANDISTARBITTRE SAMPlE

2 RELATIVELY UNDISTUPARD SAMPLES WIR OPTAINIO USING A TIlIEK WALL TURE APPROXIMATRtLT 11 I(ST PERITHAIDSTANDARD PFIRATiON NINCE S (102CM) IN DIAMETIR AND 18 NV (017CM) lONG TlE TURFWASDRIVIN AND I -EDN SOIL SAMPII ORFTAINRED

INTO THE SOIL WITH A TAPIRED DLVE SHDE TIIF

CQ- DISSARD SOIl SAMPL ORTAINID ONIR ILEVATISNS ARE IN HETIRS ANDARE RIRfIRN(l) TO TH ADMIRAlTY (HAnr IOF WITHOUT PIRPORMING STANDARD PINITXtIONDATUM MEAR SIDE (EL 0 M) TIST

N THE DISCUSSION IN TlE IEES OR THE REPORTIS NECISSARY FORA PROPIA UNDfRSTANAING OP THE NATURI Or HE SUBSURFACE NAIfRIAS Nl E S a mo 0m

PLATE A-IA

BORING B-2 SURFACE ELEVATION loiETES

BLOW SYMBOLS DESCRIPTIONS0 COUNT

0- I0 C NT- - LIGHT DROWN COARSE TO FINE SAND SOME COARSE

TO FINE GRAVEL TRACE SILT WI1THCOBBLES UP 22 -TO S INCHES (1I CH) IN DIAMETER (VERY DENSE) SM 5 75 ML

836INCH (20 CR) BOULDER 24 10 GRADING WITHLRE GRAVEL AND COBBLES 74 TV

Ssw 25 SAND AND BROWN COARSE TO FINE COARSE TO FIRE GRAVEL WITH COBBLES UP To 6 INCHES (15 CH)

65 IN DIAMETER (VERY DENSE)156 5 -0 go

902

TO 1 GRADING DENSE 28 shy 7

7 GRADING VITA LESS GRAVEL AND NO COBBLES 72

LIAT RONEDIOR TO SAND AND SILT 225 1 TRACE COARS TO FINERVE (REDIUM DENSE)2

30 - 1W

BROWN PINE SAND VITA I TO 4 INCH (7TA 10 CM) 3 sw THICK tINSES OF SILTY CLAY ANDCLAVEYSILT

10o - (LOOSE)35 090 s 10532-

G W

~1 402-- - 12 GDIN WIYHCORVIESI BOULDER

- 24 11-1klM HROWNISH CRAY CLAYEY SILT WITH OCCASIONAL

ML lhNSE OF CLOY AND FINE SAND (VERY STIFF) 34 shy13CL 1 21

45 )6 9 C L_11535- BOULDER

14 --- BROWN MIDIM TO FINI SAND DENSE)

50 15 LVO WITT PAC[ COARSETO FINE GRAVEL 20--- SP 37JS l 9

16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19

17 POWN COARSf TO FINE SAND LITTLE COARSE TO 1 9 shy I1 NFORAVII AND CORBITS UP TO INCHES (13 CR)

60 6 30 - sw 40

BORING COMPLETED AT A DEPTH OF 404 METERS 4 15 F T) ON JULY25 197665 _CASING E UST TO A DEPTH OF 40 METERS (1312 FT)

GROONDWATER ENCOUNTEfEE AT A DEPTH OF 1025 M20 (36 FTI WHILE DRILLING

4L 9 RHOWNISGRAY FINE SAND AND SILT SOM CLAYEY

SILT WITH TRACE S EL RAGMENTS (DENSE)70 2--

LOG OF BORING

mPAmm a -oo

PLATIFA- 161

BORING B-3 LjSURFACE ELEVATION 41o2METERS

oLOW SYM8OLS0 COUNT DESCRIPTIONS 0 o LIGHT BROW COARSE TO FINE SAND SOME COARSE

10 FINE GRAVEL ANO COBBLES UP TO 4 INCHES (10 C) IN DIAIETER TRACE SILT (VERY DENSE

I5 --sw 7575 0O5n

22 0O-1 THICK COBBLE LAYER 26 TO 30V 80 4 C VARVED CRAY SILTY CLAY CLAYEY SILT FINE SAND

0 339 (HR)

LIGHT BROWN COARSE TO FIRE SAND AND COARSE TO ML FIRE RAVEL (VERY ENE BROWN MIDIUM SAND TRACE COARSE G3AVEL (DENSE)

15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1

-29shy8 BROWN COARSE TO FINE SAND WITH OCCASIONAL

COARSE TO tINE GRAVEL AND COBBLES UP TO 4INCHES 00O CM) IN DIAMETER (DENSE) ICE( C IN 0 0O -- -

GRADING WITH COARSE TO FINE GRAVEL TRACE 30 9- 4- sw5 00 COBBLES87bull1

0 BROWN MEDIUM Tl FINE SAND TRACE SILT TRACE COBBLES UP TO 5 INCHES (13 CM) IN DIAMETER 10532-35 (VERYDENSE)

A 33-

402 Ho GRADINGMFDIURDENSE

34 13 6 GRADINGVERYDENSE45 SP 11535

45S

36shy50 5--- 20 22 SANDGRADINGCOARSE TO FINE AND MEDIUM ODtSE

-- 3---shy

55 601 i 25 38--- BROWN(OARSETO FINE SAND SOME COARSE TO55 ____ FINE kAVEL TRACE CORBLIS UP 11)6 INCHES

1 7 2 5 INCH (13 CM) LENSOF SILT DIAMFT R WITHCOCCASIONAL L[N5[IS

47 1 (16 CM IN DAEE IHOCSOA EIESIL MEOIoM CINSFI

60 18 BROWNCOARSE TO FINE SAND WITHOCCASIONAL GRAVEL3 SM- AN CYRMLrS IF TO S INCHSF (I1 CTM)IN OIAMFr 40- shy112 1 (VERY DENSE)

9shy65

10001 T CLAI 11TH ICLPlgtWwN SILTyllN NI (ML42--

SW 4070 21 w

APIITIOA A LfPTI (l1 2 0 MITERS

IO Tr10IIT T)AIN ulL I [ 1O 0 MITIP (111I

CO-UNOWAIIBINOINTIHID At A 1PTH C I M

(I) II) whll( CRILI IN

LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____

BORING B-4A BORING B-5 ct kt SURFACE ELEVATION 0O MiEERS Q~Q SURFACE ELEVATION -5Ot METR

o BLOW SYMBOLS COGNT 0

_ i SM

DESCRIPTIONS

FILL-BROWN MEDIUM TO FINE SAND AND SILT

(VERY DENSE)

0 BLOW

COUNT

I -

SYMBOLS DESCRIPTIONS

BOWN M0DEDIUM TO FINE SAND SOME SILT TRACE COARSE TO FINE GRAVEL AND COBBLES UP TO 6 INCIES (15 CM) IN DIAMETER (VERY DENSE)

5 921 P FILL-BOULDERS UP TO 20 CM (4 FT) IN DIANETER - 42 N SM

2 ~2-BORING COMPLETED AT A DEPTH Of 20 METERS (66 FT) ON AUGUST II 1976 301 GROUNDWATER AT A DEPTH OF 15 METERS (49 FT) BS

SM BROWN FINE SAND SOME GILT WITH LENSES OF

20 e c SILTY CLAY (VERY STIFF)BROWN COARSE TO FINE SAND TRACE COARSE TO

4--- FINE GRAVEL AND COBBLES (DENSE)

1_5 321

5 SW 48PI

u t BORING B-4B 6- GRADINGVERODENSE GRAY FINE SAND WITH SHELL FRACMENTSUAE L TN MR72 1

SQIt~ z SURFACE ELEVATION -20METERS

7T I7 NOTE BLOWCOUNTS PROBABLY TOO LOW DUE TO SOIL

25 DISTURBANCE CAUSED BY DRILLING TECHNIQUE0 COUNT SYMBOLS DESCRIPTIONS 8 0- FILL-BROWN HEDIUM TU FINE SAND AND SILT

REFUSALMSA SM (VERY DENSE) 16

11 FILL-BOULDERS

5 G REFUSA

2 0BORING COMPLETED AT A DEPTH OF 20 METERS 35 13 m (66 FT) ON AUGUST II 1976 GROUNDWATER AT A DEPTH OF 15 METERS (49 FT) sp

12shy

12 N

13 45

14-

L BORING B-4C 15 -tIj - 1613

CL LCL Lu= z SURFACE ELEVATION 3Ot METENS

BLOW SYMBOLS DESCRIPTIONS 55COUNTCOUNTSYMELSDSCRITON GRAY FINE SAND TRACE CORAL FRAGMENTS WITH 0 OWN MEDIUM TO FINE SAND VERY DENO 1 OCCASIONAL COARSE TO FINE GRAVEL AND COBBLES

(DENSE)~ SP

5 3- 18 SBEACH ROCK- WELL-GRADED POORLY CEMENTED

2 CONGLOMERATE 19 sp

BORINGCOMPLETED AT A D-PTH OF 20 METERS (66FT) ON AUGUST 12 976 65 GROUNDWATER LEVEL NOT RCORDED 20

BORING COMPLETED AT A DEPTH OF 201 METERS (659 FT) ON AUGUST 8 1976

1 -- CACING USED TO A DEPTH OF 200 METERS (656FT) GROUODWATER ENCOUNTERED AT A DEPTH OF 41 M (134 FT) WHILE DRILLING

LOG OF BORINGS

PLATE A-ID

~~i ~ BORING SURFIACE

B-6 ELEVATION 6St METERS

0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT

0 L BAFLALTIE Col E RFA

RAWN COARSETO FINE SAND WITH SILT GRAVEL AND TRACE COBBLES UP TO 6 INCHES (15 CM) IN

DIAJ TER (VERY DENSE)

s2 94 M

BROWN FINE SAND AND SILT (MEDIUM DENSE)

BROWN SILTY CLAY WITH LENSES OF CLAYEY SILT

ANO FINC SAND (MEDIUM STIFF TO STIFF)

25 7-25 BROWN COARSE TO FINE SAND AND SILT (MEDIUM~ ~DENSE)

9

16 1i

BEACH ROCK-WELL-GRADED STRONGLY CEMENTEDlCONGLOMERATE

BORING COMPLETED AT A DEPTH OF 95 METERS

(312 FT) ON AUGUST 12 1976CASING USED TO A DEPTH OF 90 METERS (295 FT) GROUNDWATER ENCOUNTERED AT A DEFTH OF 66 M (216 FT) WHILE DRILLING

BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25

BORING B-7 SURFACE ELEVATION II2plusmn METERS


MEDIUM TO FINE SAND SOME SILT SOME COARSE TO FINE GRAVEL TRACE COBBLES UP TO5 INCHES (13 CM) IN DIAMETER (VERY DENSE)

SM

BROWN FINE SAND AND SILT TRACE COARSE TO

FINE GRAVEL WITH OCCASIONAL LENSES OF SILTYCLAY (DENSE)

M

BROWN MEDIUM TO FINE SAND AND SILT WITH OCCASIONAL LENSES OF COARSE SAND GRAVEL AND SILTY CLAY (DENSE)

L

VARVED BROWN AND GRAY COARSE TO FINE SAND AND SILTY CLAY (VERY STIFF)

CL BROWN COARSE TO FINE SAND TRACE COARSE TO FINE GRAVEL WITH OCCASIONAL LENSES OF SILTY

CLAY (DENSE)

GRADING WISH SOME GRAVEL

GRA MEDIUM TO FINE SAND AND SILT WITH OCCASIONAL LENSES OF COARSE SAND (MEDIUM

TO DENSE)

SM

BROWN COARSE TO MEDIUM SAND TRACE GRAVEL

AND COBBLES OP TO 5 INCHES (13 CH) IN DIAMETER (VERY DENSE)

COMPLETED AT A DEPTH OF 2A0 METERS (787 FT) ON AUGUST 2 1976 CASING USED TO A DEPTH OF 235 N (771 FT) GROUNDWATER ENCOUNTERED AT A DEPTH OF 115 M (377 rT) WHILE DRILLING

LOG OF BORINGS amm a am a lM

PLATE A-IE

tutBORING B-8 BOI- shykL4~~~ ELVTIN+31 ETK BORINGESUC ELAT O 1 IHE N cId SURFA CE ELEVA TION -125t METERS

BLOWOW SYMBOLS DESCRIPTIONS BLOW0 0 T 0 COUNT SMBOLS DESCRIPTIONS

BROWN MEDIUM TO SAND AND COARSE TO FINEGRAVEL SOUL SILT (VERY DENSE) BROWN MEDIUM TO FINE SAND SOME SILT SOMEGRAVEL AND COBBLES UP TO 6 INCHES (15 CH)

IN DIAMETER (VERY DENSE)

5 5 - 611

POSSIBLEFILLTO20 METERS 2 87M

4--012GM 4-38 N 15 105 40 M SM

5 5 20 6 39 GRADINGWITH COBBLES UP TO 6 INCHES (15 CM) 20 6-G

IN DIAMETER GRDING DENSE

35Cl

25 BROWN MEDIUM TO FINE SAND AND SILT TRACE 725 COARSE TO FINE GRAVEL AND COBBLES (DENSE) 25 8 -4011 a

309 3030 - BROWN FINE SAND AND SILT TRACE COARSE TO FINE GRAVEL (DENSE)

35 35_5 3S3 M II SM GRADING YITH NO COBBLES I

31 3I 34 Ll

40 2 4012 S-EROWN FINE SAND AND SILT WITH OCCASIONAL I CM

31 m LNSES OF SILTY CLAY (MEDIUM DENSE)13- GRADING WITH LESS GRAVEL 13 01 R

45 281 GRYISHCBROWN SILTY CLAY WITH OCCASIONAL 14 45 CL LENSES CF GRAY OR BROWN COARSE TO FINE SAND14- (VEY STIFF)

29 M 2cAT SILTY CLAY AN CLAYEY SILT WITH LENSES

14N OF BRSOWNCOARSE SAND GRADING TO PREDOMINANTLY0 15 50 5 CL SANDAT 14S METERS (STIFF)

371 HBROWNCOARSE TO FINE SAND TRACE COARSE TOBORING COMPLETED AT A DEPTH OF 155 METERS 33N FINE GRAVEL AND COBBLES UP TO 6 INCHES (15 CM)5-(508 976FT) ON AUGUST 4 6 IN DIAMETER (VERY DENSE)

NO CASING USED GROUNDWATER ENCOUNTERED AT A DEPTH OF 148H 55 85 (48s FT) DURING DRILLING

17shy1039 spM

60 18 S

19 821I65

20

0 2 3- GRADING WITH MORECOBBLES

BORING COMPLETED AT A DEPTH OF 211 METERS (692 FT) ON AUGUST 8 197622 - CASING USED TO A DEPTH OF 206 METERS (676 FT) GROUNDWATER ENCOUNTERED AT A DEPTH OF 112 M (367 FT) WHILE DRILLING

LOG OF BORINGS

PLATE A-IF

I-BORING B-1O O 4 SURFACE 119 METERSQaj ELEVATION

BLOW SBOLS DESCRIPTIONS0 COUNT SYMBOLS 0 - BROWN COARSEDTO FINEGRAVEL AND COARSE TO

FINE SAND SOME SILT WITH COBBLES AND BOULDERS OP TO 12 INCHES (30 CR) IN DIAMIETER (VERY DENSE)

79 tl

2 86 M

0 3 lim GM

25

35 SM spROWN FINE SAND RED SILT TRACE COARSE TO FINE 72 GlRAVEL VERY DENSE

5M

40 12 4 iGRADING W THLENSESOFGRY SILT

1 3 -- M LAEN CY (D SE 14 M L GRAY SILT AND FINE SAND TRACE COARSE TO FINE

8 GRAVEL (VERY DENSE)

SM GBORING5 0 COMPLETED AT A DEPTH OF 150 METERS

(492FT) ON AUGUS I1 197 CASING SED TO A DEPTH OF G40 METERS ( 59 FT)16 - GROUNDWTE ENCOUNTERED AT A DEPTH OF 113L

(37I FT) WHIL E DRI L LING

LOG OF BORING

PRATE A-1OE

v~e U uInw

V2-LSAS NOILVOJIAISSV1 -110S Q9LIAINfl S1105 a3NIV80 3StiVOD) dki

MOIRINLUULE U123 ZILUVa 3~ O

cOew0 OWI O Uf110CJ 1 0 50 0 ocW1 1 ) j 01 C2

S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU

HO H d$OlCf IJZIS~ S~dfJ~~1~V

0tsr)0 o HO

Os41 f I 003ll1 D ~5~

Ills~~~~~ H ~i3~~y ~nsj

JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110

5000055f~ggj50~ 0e 0554014 ~ IJ 3plusmn1 ~CS ~ 30sisil mOlsSyhdo03 YOOY

0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO

4001 IMV301 Vid go1040 ampI h-11393A ttSCM0 J It3 110003 OiA35ONWI 0f 1015lII dD3 0

- 00 6 i45 leA-931 S0Y 010 CI SSJI NOISSAVMdOO 673ANd~Nfl~ ME)u

-3IOW~ a-~- Sh-W1OS 7IdW 7OURAS 709RAS SampI1 OW

a= 0 SAM0-nsg M

I3 mo-Io 9555 jwt~em50 ta

-avfSIfUe OIAIXfd

9

US SrAANO SIEVE Sar 5 IN 3 IN NO 4 NO 10 NO 40 NO20A70 I II I1 IIIII I I III I I I II

0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA

3N SIZE IN MlllIMEERS

COW8LES GRAVEL SAND aORCACOARSE FINE COAR11 MEDIUM FINE I OR 1111

BORING B-1

SAMPLE 1 (BULK SAMPLE) DEPTH 00 TO 02 METERS

SOIL TYPE BROWN COARSE TO FINE SAND AND COARSE TO FINE GRAVEL TRACE SILT ( SW-GW)

PARTICLE SIZE DISTRIBUTION

KAM~M S MOON=

PLATE A-3

SAMPLE NOB-1I -DEPTH 00-02 METERS SOIL- BROWN COARSE TO FINE SAND AID COARSE TO FINE

GRAVEL TRACE SILT (SW-GW)

OPTIMUM MOISTURE CONTENT- 78 FvAXIMUM DRY DENSITY- 1297 LBSFT 3 (2078 GCC) METHOD OF COMPACTIONASTM D-1557-70 (METHOD D)

MOISTURE CONTENT IN 7 OF DRY WEIGHT 0 5 1O I5 20 25

140

U 130

0 ZERO AIR VOIDS CURVE

m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90

COMPACTION TEST DATA

PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU

DEPTH 102 METERS SOIL TYPE EROWN SILTY CLAY WITH OCCASIONAL THIN

SFAMS Of FINE SAND (CL) NATURAL MOISTUR[ CONIINT 313

LIQUID LIMIT 42 PLASTIC LIMIT 22 PLASTICITY INDEX 20Z

CONSOLIDATION TEST DATA

PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS

SOIL TYPE BROWNISH GRAY SILTY CLAY (CL) NATURAL MOIISTURECONTENT 2612

LIQUID LIMIT 39

PLATIC LIMIT 221 PLASTICITY INDEX 17Z


PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS

SOIL IYPlIGRAYISH BROWN CLAY WITH OCCASIONAL THIN SCAMS OFORANGE BROWN FINE SAND (CH)

NATURAL MOISTURE CONTENT 363

LIQUID LIMIT 521

PLASTIC LIMIT 202

PLASTICITY INDEX 321


PLATE A-5C

c

4b

JA - -

ID

PIS AW 4

Z6

NI-VI

I il

0

4 AM NOm Yll

_j r Zf

Nt

44

Jr

- wqw 7i 3M

U VK Y

7 04

V T

7 l 5 awVIV

-44

V

ij

4i Pr 14M 1 i4 AU

SA

lo^MM Em s 00-mooste

ANOA 0 EARTH SCIENCES

pp IEIRONMENTAL


NY (2) 06992-003-29 EO (1)

10S4 S (0A

~~~~i A 4 W t

DA M es 8 WOOR E




September 28 1976



Gent lemen





Sincerely yours

JME S ORE



TABLE OF CONTENTS

SECTION

I INTRODUCTION

GENERAL

PROPOSED STRUCTURES


II SITE CONDITIONS

SURFACE

SUBSURFACE


GROUNDWATER


SUMMARY

SEISMIC CONDITIONS

FOUNDATION DESIGN


EARTHWORK


IV PLATES


PLATE 2 - PLOT PLAN


PAGE

1

1

I

2

2

2

3

3 3 4

5

5

5

5

6

6 6 7 8

9

9 9 9

10

II

12

DME~US 8 MOOnfl

REPORT



AQABA JORDAN


INTRODUCTION

GENERAL





PROPOSED STRUCTURES


categories



KNOLME 0 Moonm

- 2 shy
















SITE CONDITIONS

SURFACE









steeper

-3-




SUBSURFACE














this report








Mr In MO0

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C


NY (2) 06992-003-29 EO (1)

10S4 S (0A

~~~~i A 4 W t

DA M es 8 WOOR E




September 28 1976



Gent lemen





Sincerely yours

JME S ORE



TABLE OF CONTENTS

SECTION

I INTRODUCTION

GENERAL

PROPOSED STRUCTURES


II SITE CONDITIONS

SURFACE

SUBSURFACE


GROUNDWATER


SUMMARY

SEISMIC CONDITIONS

FOUNDATION DESIGN


EARTHWORK


IV PLATES


PLATE 2 - PLOT PLAN


PAGE

1

1

I

2

2

2

3

3 3 4

5

5

5

5

6

6 6 7 8

9

9 9 9

10

II

12

DME~US 8 MOOnfl

REPORT



AQABA JORDAN


INTRODUCTION

GENERAL





PROPOSED STRUCTURES


categories



KNOLME 0 Moonm

- 2 shy
















SITE CONDITIONS

SURFACE









steeper

-3-




SUBSURFACE














this report








Mr In MO0

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

10S4 S (0A

~~~~i A 4 W t

DA M es 8 WOOR E




September 28 1976



Gent lemen





Sincerely yours

JME S ORE



TABLE OF CONTENTS

SECTION

I INTRODUCTION

GENERAL

PROPOSED STRUCTURES


II SITE CONDITIONS

SURFACE

SUBSURFACE


GROUNDWATER


SUMMARY

SEISMIC CONDITIONS

FOUNDATION DESIGN


EARTHWORK


IV PLATES


PLATE 2 - PLOT PLAN


PAGE

1

1

I

2

2

2

3

3 3 4

5

5

5

5

6

6 6 7 8

9

9 9 9

10

II

12

DME~US 8 MOOnfl

REPORT



AQABA JORDAN


INTRODUCTION

GENERAL





PROPOSED STRUCTURES


categories



KNOLME 0 Moonm

- 2 shy
















SITE CONDITIONS

SURFACE









steeper

-3-




SUBSURFACE














this report








Mr In MO0

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

TABLE OF CONTENTS

SECTION

I INTRODUCTION

GENERAL

PROPOSED STRUCTURES


II SITE CONDITIONS

SURFACE

SUBSURFACE


GROUNDWATER


SUMMARY

SEISMIC CONDITIONS

FOUNDATION DESIGN


EARTHWORK


IV PLATES


PLATE 2 - PLOT PLAN


PAGE

1

1

I

2

2

2

3

3 3 4

5

5

5

5

6

6 6 7 8

9

9 9 9

10

II

12

DME~US 8 MOOnfl

REPORT



AQABA JORDAN


INTRODUCTION

GENERAL





PROPOSED STRUCTURES


categories



KNOLME 0 Moonm

- 2 shy
















SITE CONDITIONS

SURFACE









steeper

-3-




SUBSURFACE














this report








Mr In MO0

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

REPORT



AQABA JORDAN


INTRODUCTION

GENERAL





PROPOSED STRUCTURES


categories



KNOLME 0 Moonm

- 2 shy
















SITE CONDITIONS

SURFACE









steeper

-3-




SUBSURFACE














this report








Mr In MO0

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

- 2 shy
















SITE CONDITIONS

SURFACE









steeper

-3-




SUBSURFACE














this report








Mr In MO0

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

-3-




SUBSURFACE














this report








Mr In MO0

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

-4-
















AR 4 gMOT

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

-5shy









GROUNDWATER






SUMMARY






SEISMIC CONDITIONS




AMES MOOn1

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

-6shy







existing shoreline

FOUNDATION DESIGN



















DDMrE-i It wuOOnf



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C



















following equation

S = 0006 pB






00re2IFC04m

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

-8shy


(39 kgcm 2)






recommendations
















pressures

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

-9-

EARTHWORK
























- 000 shy

Momsf It M00IDn

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

10


this report

Plate 1 Map of Area

Plate 2 Plot Plan


Testing


NCJSH hjc

DMSES O[REOORE

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

149 IOO

(-iS

APPAPROIMATMAT-BE

OUTE- ITE -1

Oroshy

------

9

SIL

SITE

-7

2

14APOF

100

AEA

0100 200

100I00

III I

300 0

SCALE I4 METERS

300

SCALE IN FEET

DO0



REFERENCE


PATE 1

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

0

Go

~$~+B-8

B-9


SCALE IN FEET


V SBUE-O O T1

OFKEY IK


TS

5025moa025 0

SCALEP1NATEE2

FOR VSAINMTR

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

APPENDIX


FIELD EXPLORATION























value from the SPT

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

A-2



means






quality






Mean Tide (El 00 M)

LABORATORY TESTING







structures

DMinn I M4OO

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

A-3








pH - 72



U1POmari OILA00N

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

A-4

TABLE A-I



B-I 88 CL 228 41 23 18

B-1 102 CL 313 42 22 20

B-1 110 CL-CH 341 50 23 27

B-l 123 CL 273 40 21 19

B-2 103 CL 245 41 19 22

B-2 123 CL 261 39 22 17

B-3 246 CL 214 44 22 22

B-5 33 CL 325 34 20 14

B-6 53 CL 349 49 21 28

B-7 134 CH-CL 327 51 19 32

B-7 139 CH-CL 363 52 20 32

B-9 134 CL 357 42 23 19

B-9 143 CL 356 46 19 27

- o0o shy

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

A-5



















PARAGRAPHIS











LAYER














A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

A-6























F1AELI)

U1shy

4I













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C













AM ASMOOMM

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

- -




2-23

80P shy10 3 136m

66 - sw 66 4 25



5rl i 90 2 7 - 20 6-- 90


7 -9A 25 20 - 29shy



CL 3- SW


CL ~33-



45 0 115 35shy14

163






70 21

LOG OF BORING

NOTES






PLATE A-IA








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C








902




30 - 1W


10o - (LOOSE)35 090 s 10532-

G W




45 )6 9 C L_11535- BOULDER



16 - 1~25 30---- 55 IVAA (IOINIr WITH (0)19


60 6 30 - sw 40





LOG OF BORING

mPAmm a -oo

PLATIFA- 161




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C




I5 --sw 7575 0O5n


0 339 (HR)


15 S6 85-26 5-

GW 90 27

28-- - 59 COBBLES- 71TO 74 Vo

25 __ 95 1





A 33-



45S


-- 3---shy





9shy65


SW 4070 21 w





LOG OF BORING

DAMES MOONS

PLATE A- IC

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

10

20

30

40

50

60

70 ____



_ i SM

DESCRIPTIONS


(VERY DENSE)

0 BLOW

COUNT

I -








1_5 321

5 SW 48PI






11 FILL-BOULDERS

5 G REFUSA


12shy

12 N

13 45

14-




(DENSE)~ SP






LOG OF BORINGS

PLATE A-ID



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C



0

_Q

LOWS COUNT

71

4-

55 -

bull

t -

OLS

2

3

C

DESCRIPTIONS OCOUNT




s2 94 M





9

16 1i




BLOW 0

0BROWN

5

13

3411

3shy303

4

-- 2911 5 29

20Q 6-227

5 7shy 25 11

8 39 1

30 9-

32

35 20 shy-

IIshy56N

40 12 shy49 rl

3 45 273

14 shy4 3411

5015

6 IN-P

55 17shy f

735 Ll

60 16 2

19 34 MDENSE

65

105 1

70 21 - N

22 7 75 CsR1

23

80 24 A-shy

80 24ORING

25




SM



M


L



CLAY (DENSE)



TO DENSE)

SM





PLATE A-IE





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C





5 5 - 611


4--012GM 4-38 N 15 105 40 M SM



35Cl




31 3I 34 Ll








17shy1039 spM

60 18 S

19 821I65

20



LOG OF BORINGS

PLATE A-IF




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C




79 tl

2 86 M

0 3 lim GM

25


5M







LOG OF BORING

PRATE A-1OE

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

v~e U uInw




S~~ 0 101ir )3 0 1-4601 5 Ifll

4530 1 d Allj - I illS~0 I 1351

9~ -1~ 30 5 Sp5OU


0tsr)0 o HO

Os41 f I 003ll1 D ~5~


JIM WOW Is A

- lre

14 ~r I--t050 0Ol

ffV3 930515 033450 500

920050v 332zIi 31 110


0 3 - lw oro

~~l- n 0to ti shy

JO OIII 133 DO




a= 0 SAM0-nsg M


-avfSIfUe OIAIXfd

9


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C


0

50

40shy

at 0

0shy

300 00 10 ll 00 0 00 RA



BORING B-1




KAM~M S MOON=

PLATE A-3





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C





140

U 130


m

z ~

w

ocent110SPECIFIC

GRAV ITY100 = 26 8

(ASSUMED)

-- I 90


PLATE A- 4

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

____

pMESSLmIN LS SQ FT

02- - - -_ _

06

08 -- ---shy

10 -shy

_ 124 16

20

22

24

BORING B-1

SAMPLE ]JU





PLATE A-5A

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

000

1000

rMESS IN LOS SQFT

r

100

BORING B-2

SAMPLE 12U

DEPTH 123 METERS


LIQUID LIMIT 39



PLATIE A-KR

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

PWSIWf IN LW SQFT

owo ---------- - - - N

20

000

1800 ----

2000 --------- I -

2200 ---shy

2400 --- -shy

2600

BORING B-7

SAMPLE ISU

DEPTH 140 MEITERS



LIQUID LIMIT 521

PLASTIC LIMIT 202



PLATE A-5C

BIB UOGRAPHIC DATA HEE - Soils and foundation ...

Documents

Transcript of BIB UOGRAPHIC DATA HEE - Soils and foundation ...