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<br />—30 176 6 j/. 41-P- I
<br />�Oojd to ver-y /oose brown
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<br />1 12, 51 Pi and b1.2cA PEAT
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<br />Mud line ^10 311.411
<br />It P-41
<br />er-y soF� ci.4;rkhr-cwn P_1A r1slLrY 10.4172152 911.415 1 Very sof-1 to soFi blue-9r..-y CLAYCY
<br />V 511-TISILTY CLAYwl'll) abundanh
<br />Very soFf-s blue
<br />P of-t blue -gray CLAYEY SIL-r to CLAYEY 1961,33 11141-31 Mud. a. Vc.-ysclFf-sof/ -�ruy CLAYA5YS11_rX
<br />9143 4 12.513 1 —30-
<br />&A r to P6ATY SILT
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<br />189135 V y
<br />192 13 4 -5 12, 51 /0 j
<br />A SIL-r w"th M-2 cc of PerA 7' Ao 112,5151
<br />63 40 11 V.41,3 I
<br />Vcry sorA-sofl blue-qr-ay CLAY -to ;_$v- SILTY CLAY - - -
<br />- e'SANDY S/ILI716� E17
<br />,51L-TY CLAYICLAYEY sli_r 12'518 1 Serli�otro.2c� qraq very F'ln* If 4 j 111 —40-
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<br />5 1- 1,417 Y �ANy. flr?c SANDY SIL 1110118 41/412-4 -A
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<br />-,A0 clense 5 w;ih medi'm-coar-se-
<br />Compac� /6 dense gray very A'ln a -fine, SAAID wiM med" AND U m M meallbln- co-2rse SAW
<br />11ne-rine -SAND w1lb medlum- SAND
<br />3r coarje SAAID.;nd �rjcc of 51L'r �-t; 6 11,413 2
<br />711.41/9 gr-9Y `- 9 //6116 15 1141381
<br />coarsc SAND andsmall lagers ofSIL-rY 11/01/9 51/41261
<br />very
<br />Flne SA AID _60-
<br />11271
<br />11.4134 -
<br />16
<br />11141 - 161141441
<br />110512-2 611-4-1281
<br />10-21-91
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<br />11716 -*:'--!'-1011-4[43
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<br />-gray
<br />CLAY wdh ;nlerl,29cred q�v7se o
<br />blue
<br />lery skiFF and stlfr blue -gray CLAY (3r.;ly SILTY CL-AY fd SILry CLAY
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<br />5j-1FFb1ue-grjy SILTY CLAY 1131102125 �P,91/41/61 verq dense blue -gr.2y. vet-y fl* e -SA
<br />CLAY w;lh fl�ieSAND 111-41105122. 101411,91 NO/
<br />SII-7'Y ver rl�e Inc YAAID
<br />N, (Cqm�a c verg
<br />-Plr) e SANDY, S11. 7 N4
<br />Qlle:423 ft 1/ 41,131'
<br />Dense -very dense qr-aq very Flne -5ANDY,91LT.;nd,5IL7'Y
<br />var�q Fine SAND
<br />(A 0 elf E$3
<br />R -22-91-
<br />D 4
<br />90
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<br />No. 43575
<br />p
<br />AnY EX
<br />i o 1` /00-
<br />lip
<br />It
<br />7
<br />OF CA
<br />PROFILE
<br />Horizon4;1; 1'�-20 LocArIoN-3,7121-R5j' -N295:WO75 _//0
<br />LEGEND OF EARTH MATERIALS LEGEND OF BORING OPERATIONS
<br />W CONSULTANTS Engineers & Geologists
<br />UNIFIED SOIL CLASSIFICATION SUMMARY MATERIAL SYMBOLS CONSISTENCY OF CLASSIFICATION. Plan of any boring TEST BORING PENETRATION TEST Fr
<br />SP I SW 'GC GM GP I GW FOR SOILS APPROVED aal -,0. (7-el JOB Ne I P 2138VAl
<br />P+ OH CH I MH OL I CL I ML SC I SM r-_-_1 Peat or R Rotary boring Top hole elev. B-No. B-No. S;NCE 1954 1 15 1
<br />Sands with fines Clean sands Gravels with fines clean gravels Gravel / LicenseNgCOk P-C6 9-15'
<br />Highly Silts and clays Silts and clays >'i 2% fines < 5% fines >�`12%tines < 5% fines Em ffi organic matter According to the Standard Penetration Test asi Ej Top hole e�A
<br />organic Liquid limit 5o or more Liquid limit less than 5o Sands— 50%or more of coarse Gravels— more than 50% of coarse Diamond core boring Moisture (% dry wt C ng Sample number
<br />fraction is larger than Nit 4 sieve
<br />soils Fill material set Pushed P Graphic representation
<br />fraction is smaller than No 4 sieve El Sand NQ of blows Granular Cohesive Dry density (lbs/cu. ft.) of driving rate
<br />Fine grained soils Coarso'grained soils rT-" [E-3 Auger boring Size of sample (inches) 10 IMBSEN ''ASSOCIATES
<br />(50% or more is smaller than No 200 sieve) (More than 50% is larger than N2 200 sieve 117% --.'1 0-5 Veryloose Very soft Unconfined compressive 12 LL�4
<br />, Silt Shale strength (tons/sq. ft.) Blows per foot 14
<br />wo Li J, In Sample boring Blows per foot 19
<br />LABORATORY CLASSIFICATION CRITERIA 21
<br />6-10 Loose Soft Designated other soil tests (Using 140 lb. (Using 140 lb. I BACON ISLAN'D ROA03/91"DIGE
<br />2
<br />hammer with 30
<br />(030)2 hammer with
<br />a. 5o GW and SW — Cu DOO between I & 3. Clay Sandstone 11-20 Sernicompact Stiff C-Consolidation 5124 41
<br />Jet boring 2.4110
<br />greater than 4 for GW & 6 for Sw; Cc =� 010 X D60 9M X j 3(Y drop)
<br />S -Direct shear 'y' -4. 30" drop) 44 ACROSS
<br />G.W.S. Eley. 12
<br />a 40 GP and SP — Clean gravel or sand not meeting requirements for GW and SW. Sandy clay or 21-35 Compact Very stiff Size I E-Expansion tr-*�
<br />GM and SM — Atterberg limits below "A" line or P. I. less than 4. clayey sand Limestone Test pit 5 MIDDLE RIVER,
<br />10
<br />mpression Date ------ Approximate material change 12
<br />>. 30 9 — i Conformable material change
<br />GO and SO — Atterberg limits above "N'line with P.I. greater than 7. Dense Hard
<br />36-70 21
<br />920 1 Sand Gravel r�l Sandy silt or Metamorphic * 21/4" Cone penetrometer T-Triaxial co Unconformable material change 30 LOG OF TEST, BORINGS
<br />"I MH or -014 Fines (silt or clay) I Fine Modlum lCoarsel Fine I coarse I Cobbies Boulders silly sand rock > 70 Very dense Very hard 42
<br />21/? Cone penetrometer 46
<br />i10 Sieve sizes r VC By:,/ 0. D.
<br />CL 1 200 40 10 A 3/4' 3- 10, Silty clay o Date 23 4)
<br />4 ML or 0. 1111 1 1 1 1 PQ-I clayey silt igneous rock Where standard penetration test has not been S. I *—S.2 Dute of Blows per foot Scale: As ihown Date: June Check by: G. D. A4 Drawing: :L;�- L a.
<br />0 1 Classification of earth materials shown on test boring logs is based on field UN performed consistencies shown on logs are estimated. A Refraction seismic line boring Octobei) 1-991 1
<br />101620 38 4 50 60 70 80 go 10 1111 inspection and should not be construed to imply laborator� analySi3uniess.so stated. ---- 00 ".T
<br />LI Ul LIMIT (LL)
<br />05310
<br />%W* O&M Eft
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