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<br />PrOPOsc 9, .211Z9,04=,F,;s�1_cvee Pozot
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<br />C14 fhru 6
<br />n N07'9; Fol- /0 s <)f' 661-1�igs
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<br />_r,BM'S C On-l-r-0 I P0170 7o' NO. 2 V- _14- 9- 3 19
<br />qvr7d' C on 74/-o / Po.6-774 No. 6 - d5lev- v�- 8. 7 a, e r- 10
<br />Bacor? _r.51&,7d Road or-i'd Aet-ial 7-opay,-aphi'c.
<br />6, 1-988) by
<br />Aef-i,.Rl 6urveysl X,-74c. Elev.;Pfion Reference -For 8-7 1hru,6-10 PLAN
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<br />propoaecy br,�Igc S7��2*13 5 Cale: /`-SO`
<br />We,5t Levee Road,5t.7.2OiOO
<br />Elev, .9.13 - Per Survegs, Inc, Iro
<br />Loose 7o ver-Y loosp fi�/7� brown very 92 5
<br />f'l,�e SAND w; �h sc-2//ei-cd 70/f7c 5 810 Dec/< 8-7
<br />y
<br />L (F; 11) Water Surrace-
<br />GRAVE 92 5 -Deck
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<br />_0
<br />42 //0 �s
<br />gr..:,y lntol-l-pyered PEATY SILTan 0 p. Is
<br />.5 27 )87
<br />SILTY PEA-r-- locally CLAYEY 4 /Vuc/ .///,7 C
<br />/ I
<br />�42 6 j< 5 12 -5 16
<br />R'�
<br />1891-33 6 1/ 4-17 1 ose andsemicorncacA gray S fLTY very Lud line-
<br />XAk, 2 11/ 4-13 �,�4 /oil -/-r.; c a
<br />SAND and SANDY SILT wdb
<br />oF P�5Ar 7,o- vel-
<br />a4l�e SAtID wd17
<br />_9 ri n
<br />196 127 -711.41141 W:
<br />1L."r SAND wl�A
<br />[95_ri��, 3 11.4-113 Loose clarA ql-y�f ve,-9 -Flne 42 0-
<br />-20 k. ..
<br />3
<br />11,417 SILT �nd �Semicombaitt A4
<br />321;.
<br />L o o .5 to c arnp a c gray -to d2rk qr-.� SAND
<br />k
<br />lnfer/Qyer-ed SILTY ve,-y Fin'e-firne 1911322 411,4161 02 ?4
<br />0224 2- 11-411 1
<br />SAND, vet-1 -Plne-rine .TANDY SILT j/. 417 1
<br />EG R j, 91/41/31 1100126 12,51 P I
<br />.9nd very -Fln e - jPIn e S A NO wi M
<br />511,41131
<br />-730 Inor PEA r layerslah-ingers-_ a
<br />Loose- c/ rk gr.;y very 6ne
<br />to SAND
<br />.7 �N� Z It 411`11
<br />110012 11-41221 .1 9 26 21 11.41101 7jt, -Semicomp_>c� &loose 61ue-9n.,y /6 qr=7_q
<br />It. 3186136 Z, 614511015off-ver-Y so64 blues-gra . V
<br />ySILTYCLAY �o Very of� .7nd sofA blue,-gr;;�y SILTY ;,-7�el-layared S/L7,* SILTY CLAY
<br />CLAY
<br />4 [1-413 1 CLAY and CLAY fo CLAYEY �&Lr
<br />14,41 /,31 '(-5fiff) CLAY w;th WOOD Fr.,29,nent,5 .2nd very Fln'e SANDY SILT
<br />194127 L46.36 3 11.41 4IVer-_q soF� blue -gray CLAY wlM _40-
<br />X- 7 11,51 P
<br />18314.0 511,414-1 -F -6-5 -iko v��q
<br />AND
<br />,3ofY 76 stlf'f* dark blue -gray CLAVEYJO.717714.5�� 1211.4171 CL AYA5Y 5ILr
<br />194130
<br />SILT wl'th fnl'nor P5Ar-sA1n'ge1-,5 177148 812,5116 1 411,416 1
<br />194A30 41W1 7 1
<br />13 1.? 51151 185136 611,451
<br />/.a ISemi compa -compa ci- dark- groy_ SIL7Y
<br />1104123 9 11,413.91Loose gray very fine SANDY 61!.T
<br />---------------- *
<br />very 1�tne -fine- SAN SANDY SILT
<br />--- e ll�h�gfay very
<br />C qmpa c t .2nd dens W1 h
<br />if 16 115 141441501 -7 11.41331
<br />4%. �,m SAND and /oca//y local m;nor- P,5Ar strl�79cr-.5)
<br />1/0,/ 124 10 1/ 4 [271 6 1141381FIne-medl
<br />Compact and clense 11glit .2nd dark yr-.;y (T)/00 12 5 6 114,1211
<br />Semlcomoac� SAND W;//7 SILT-217d -.41 -
<br />F10 212 3 811.4126 1 v-�ry Fn'e SANDY S1 1-TandSILTY very
<br />15114-1621 coarse SA)VD
<br />!LQ Dense 2nd comoac1,9rjy very fine SAND & very F,-�e -medium SAND F9_9T2_6 7 11.4116 1
<br />60
<br />11 16ijil 7 IFIAe
<br />-60 ?etx5e /b comoacl //�A/- �6 clal-A gr-2y _,5AND-w;�l7-,5lL7-,ondrnediu.-n 7 2. 3
<br />ar�d'SAAID
<br />- 911.41431 c' ..4
<br />111-fe.i-Zag��red �.S/LTY y /ne- /nt! 1120113 :Y 1611-41551 SAND) locally semlcompact
<br />SAND and very -Fl;-7c-fl'�e-SAND Wfth 5-9-F26
<br />S 11.4-1361
<br />11 1 7
<br />medionni-coarse SAND--scaHcred very
<br />1011.41371
<br />n*c SAN`DY //,gh gray very -Fine -r"
<br />SIL-T la3crs 1119114 1711-41631 edlum SAND
<br />�9
<br />Ilens
<br />11,41591
<br />13114162IDense gray -verg-
<br />.7
<br />Ij/ -,-[
<br />3 C5 .
<br />w; /h coarse SAND 14 41671
<br />/8 1,4132 1 -.At,
<br />,Very shFf',?rjy CLAYwilh very -Fine
<br />I?_3 X 10 1/41?-7[
<br />Very s�lff blue -gray SILTY CLAY and 1016;f12 13-21106
<br />1117114 /4.1141631
<br />14,211022,-.11 1/, 41-151 CZ AY w,'M t�r-j cc o,,r very rli�c -m ed/u'm
<br />Oensc d.;irk 61ue-graq ver /,9 j/.
<br />y fine 10,511041,22 stl'Fr brcwn CLAYgY SILT
<br />SAND afid 12.� 10/ 126
<br />SA IVO Y SILX wl M SILTY very fine - flne ;A1 10 -23 �24.-_91 'T11-4123 Ver- -blue-gr-?yond
<br />(90 bi--O ANDY---
<br />6;c--Vdr, N Irus,4- 311-TY CLAY
<br />SAND 14 3 198121 % y,/ brow,17
<br />SILT
<br />13.219912-6 X �2-1141261
<br />14-11,41281
<br />Verq 5,fiff'darl< bZuet-gi-ay .51LTY CLAY
<br />10.619912G.-" 2011.41281 N
<br />1311,4,1391
<br />-Very-h ard- brown-ver q- fin a-- coarnse
<br />'SANDY CLAYEY S,'L7
<br />10-24-91 1 10-23-91
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<br />A
<br />A'y 6,�non Uss�rg ThIs 13-raviirr�j �3houl(j Vi:�tify
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<br />LEGEND OF EARTH MATERIALS
<br />UNIFIED SOIL CLASSIFICATION SUMMARY, . MATERIAL SYMBOLS
<br />P+ 011 CH I MH OL I CL I ML SC I SM SP I SW - GC GM GP I GW Peat or
<br />Sands with fines Clean sands Gravels with fines Clean gravels Gravel
<br />Highly Silts and clays Silts and clays > 12% fines < 5% fines > 12% fines < 5% fines organic matter
<br />organic Liquid limit 50 or more Liquid limit less than 50 Sands — 50% or more of coarse Gravels — more than 50% of coarse
<br />soils fraction is smaller than No 4 sieve fraction Is larger than No 4 sieve Sand Fill material
<br />Fine grained soils Coarse grained soils
<br />(50% or more is smaller than No 200 sieve) (More than 50% is larger than No 200 sieve Silt Shale
<br />,tzj / I
<br />LABORATORY CLASSIFICATION CRITERIA
<br />GWandSW—Cu_ DOG greater than 4 for GW & 8 for SW; Cc - (D30)2 between I & 3. Sandstone
<br />640 01 �,�& �/' 6-1. D,, x DOG Clay
<br />a Q OF GIR and SIR — Clean gravel or sand not meeting requirements for GW and SW. Sandy clay or
<br />K GM and SM — Atterberg limits below "A" line or P.I. less than 4. clayey sand Limestone
<br />>- 30
<br />GC and SC — Atterberg limits above 'K line with P.I. greater than 7.
<br />JI Sand Gravel Cobbles Bould Metamorphic
<br />ers Sandy silt or
<br />20 MH or'OH Fines (silt or clay) Fine I , Medium lCoafsel Fine I Coarse silty sand rock
<br />jP
<br />J`10-
<br />0. 1 Sieve sizes 200 40 10 4 3/4' 3' 10, K"- Silty clay or Igneous rock
<br />0 Classification of earth materials shown on test boring logs is based on fie J clayey silt
<br />4 - IVIL or OL I I I I I Id'
<br />1011120 18U40 L%160 70 80 90 101 Ilu
<br />L 1 10 T (LL) inspection and should not be construed to imply laboratory analysis unless.so stated.
<br />95310 t-1 �, ID C., a
<br />13
<br />CONSISTENCY OF CLASSIFICATION
<br />FOR SOILS
<br />According to the Standard Penetration Test
<br />N,2 of blows
<br />Granular
<br />Cohesive
<br />0-5
<br />Very loose
<br />Very soft
<br />6-10
<br />Loose
<br />Soft
<br />11-20
<br />Semicompact
<br />Stiff
<br />21-35
<br />Compact
<br />Very stiff
<br />36-70
<br />Dense
<br />Hard
<br />> 70
<br />Very dense
<br />Very hard
<br />Where standard penetration test has not been
<br />performed consistencies shown on 1093 are estimated.
<br />_#
<br />Plan of any boring
<br />E]
<br />Rotary boring
<br />ll�
<br />Diamond core boring
<br />aAuger
<br />boring
<br />Sample boring
<br />L
<br />Jet boring
<br />r-1
<br />sin I
<br />_j
<br />Test pit
<br />0
<br />21/4" Cone penetrometer
<br />@
<br />21/2� Cone penetrometer
<br />S-11—
<br />A
<br />—S-2
<br />A Refraction seismic line
<br />PROFILE
<br />Scale - Horizonfal: 1'=20'
<br />LEGEND OF BORING OPERATIONS
<br />TEST BORING PENETRATION TEST
<br />Top hole elev. B-No. B-No.
<br />Moisture (% dry wt.) Casing' X_ Sample number Top hole e�A
<br />set
<br />Dry density (lbs/cu. ft.) set Pushed P Graphic representation
<br />Size of sample (inches) 10 of driving rate
<br />Unconfined compressive
<br />-AL-: . 12
<br />strength (tons/sq. ft.) Blows per foot 14
<br />Blows per foot 19
<br />Designated other soil tests (Using 140 lb. (Using 140 lb. 21
<br />Ir r hammer with 21
<br />C - Consolidation - hammer with 30
<br />42.41105124 1 11.41651 30" drop) 30" drop)
<br />41
<br />3 -Direct shear 44 L
<br />E - Expansion G.W.S. Elev. 12
<br />T-Triaxial compressio Date Conformable material change 10
<br />30
<br />Approximate material change 12
<br />21
<br />Unconformable material change 42
<br />46
<br />Date of Date 2b 4)
<br />borina Blows per foot
<br />No. 43575
<br />—/00-
<br />IV
<br />OF C
<br />L OCA7-10J`14 - 37121-H5; .. Al-2,95: W076
<br />TA d 1-1 P
<br />rr~w CONSULTANTS Engineers & Geologists
<br />APPROVED G"N JOB N2 I PZjjAa I
<br />%-)IfJ,nE 1954 /LlcenseN2C-+ 'KCG '0575
<br />IM13SEN � ASSOcIATEs
<br />BACON ISLAND ROAD BRIDGE
<br />ACRO55
<br />MIDDLE RIVER
<br />,:LOG OFTEST BORINGS
<br />By: 10. D,
<br />Scale: As sliown Date: June /gas � DraWing:
<br />maclob6"_ !,99t Check by: (3. 1). JA
<br />TA. K.
<br />
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