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<br />� /. +....: ", •r- ;�' .'-.rat• 'y,-••._7av' / t -n-.,., L�K ,
<br />;x,..,'-,r+y �t•�" R`_!'.' .... t - ►' - - 1 `�`► .. - - - - - - - - - _ i w r -T` , l, '' •iF
<br />' .
<br />^, jr xr
<br />INDEX YEAR t
<br />-, ROAD FILE 3HEET� fOTAE. ~
<br />N0. NO. NO. 3HEETj .+
<br />�, tw,Y ' .. +�, 'ems k) '` r r � f •_ .- ` - S
<br />}A. t � •.tiff ,a -! iiiYY„ _
<br />RVE MFQr A7' STA, 5400 i g
<br />TVTA + a ;�
<br />4
<br />t V STREST
<br />i• r ` 3 M
<br />PLAN t M
<br />•
<br />4Nr- a _ - - -- -- --- - -- -- - - - - - --- — - - _ -- -
<br />•:7i'+g/ p_ art f I 8� er
<br />!� �A T A BQOW NDY RAVE I.Y SII.
<br />,.//y' • 6M1- C 0 M P A C T i50 W tJA �1 D `{ . �° , ` cs r....i•��,,,, t D R f� SA 5 ',. T 1� _ - /( �% l�'_---�-`-=.•4�?.i,..'.:.�krs .. i _
<br />44zR~' }.:fl-!.. '*TT•S� '~ �RAVEII.`{ -SILT( PILL) - ai
<br />PF-452 $ROWIJ SANDY 41LT .47
<br />N.�� ; � yp J;t ,1• �' ,+'-.—.-__�f wIDA/• �g1 � - 'i —I �-- ,�\ -' - -'—_" ---r-'-'-'--- --"- --- - _ \!•�'-"'z,....•,..,• �VrT $RownJ CI.A�fla � Siir
<br />1414611d .N 1,11,41'T (
<br />i!Awr� ego
<br />I $ 601
<br />J',�•` ; ,., .• w i -raj
<br />�,��,!' •yt. 4ycM�.•i; c., _ '�A � I 41Z�� ij.�ll�l IQ �. jl,�.►�� � I� ��` ,�
<br />-` .`" ''• =� CT W gAtJ� 4i TCGWIPACT BROW0 SANDY SILT + 4
<br />_,cal?a sap N Y L �_q. •. �€+�
<br />181 18.01111q
<br />}��wA"�-}�;``', �, `-_^-^--___-"__.--_.._—_P_'_'___---__.-._._--___._.,.-._--- •---.._.--_....—.__ ��! _-__..-.__.r-_-'-_-.-_ _ - /� r - tit � '• �r-
<br />�;�_ `! + - �.. '�.• ''�b Il,�.lzz ll'blia?I Ig � f � �Ilal3s j �, - - � .. - � ..
<br />� 'j i
<br />y
<br />..d
<br />-
<br />�`• O 7 ----- -- - -- '---------------'-------------------___ - -------------------_____-__`----_ -_----------------- " - fi
<br />• - - ___ _ _ .__ --- -- --- -- - ---- - ' /� I 2� �. Erg- R4 ` � 1 ' / �� . •F. �;
<br />�.���:,:.. - , ` - , - eo>'1vac,-���s� \8aownl vE,2Y i+INe _ Y�• �e;4IIzyI � �.. 9 jI,�.1ar� _ ,• ;�• ��� ��3,.
<br />COMPACT $ROvVQ VEQRf PINE, -MEDIVM -51LTY SAND.-
<br />.- PINE SILTY SAND Wl�lt SeM$ fRAv�L -
<br />�/Q �2r3 !it i8 111.4114
<br />t ew
<br />;; Cotgg-T 6R6VjQ VERY ri-MEDIVNj Ns :, y
<br />/� -
<br />. �------- -•- --- - - yILT'f SA�1t5�wl�rgoME-�i rEhR�v�ci---- $.rZ=63 __.__ __ _ __ --- -- - .;� ...- - - -- - - �-- •, + '.,
<br />2r6�IpsI2o ID l lr¢I 5 ;,Eml- Cam VACT ~CoMpACT eQOWN SAND' SILT
<br />L SO
<br />r .Q tL
<br />PROFILE .
<br />RECORD DRAWING --gun
<br />r � Corrections By f
<br />NoChangesBy
<br />Cate /—S 87
<br />Any Person Using This Drawing Should Verify `
<br />.. All Information By Inspecting fit 5.9 Qf Fork•
<br />f •
<br />,,. LEGEND" OF B0R I N G OPERATIONS
<br />c; LEGEND OF EARTH MATERIALS(11yinee.-S'
<br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING PENETRATION
<br />TEST
<br />Ol00RE S TROER ' • eofogi,�t�
<br />-- Plan of any boring -
<br />1
<br />A' • a t
<br />Location Location 1
<br />Peat or ACcordin to the Standard Penetrotton Test i:e B•No• APPROVED 4 � f! 30 IqL; JOB No. 3364P --
<br />0 100 Diogrom showing the basis of grain size distribution n N 9 Rotary boring . B • No
<br />Gravel organic matter Top hole elev.
<br />9� used In determination of class nomee.5lze
<br />2.e Top hole elev.
<br />REGISTERED CIVIL ENGINEER No. gibs r
<br />16 90classification is based on the %I,T, grade No. of blows Granular Cohesive 4� Diamond core boring Moisture (% dry wt.) Casing 0
<br />- • � 8O �� scale in field and laboratory classification Sand ,' Fill material. -- mple number Pushed P .
<br />CLA unless stated otherwise, Dry density (lbs./cu.ft.) �''' _ ye of sample (inches) AW JQACI UI N COu 4TY
<br />70 0 - S Very loose Very soft size Auger boring
<br />0 r BI ws per foot Blows per foot
<br />�+ y y Unconfined compressive ' 1110 Grcphic nepresentltion
<br />O classification of earth materials shown �� Silt EM Shale 6-10 Loose Soft Sample burin strength (tons/sq.ft.) P -`„ 1912 of driving rate.
<br />• . (Using a 140lb.hammer
<br />M. v sheet is based on field inspection and (Using 140 I b. 20
<br />_ Designates other soils tests ++ _ with a 30"drop)
<br />.•,• r' hammer with 21� DUCK C R F- E K Ba I D I I-20 Sem(com t Stiff g C- Consolidation a 41
<br />- - should not be construed to Imply meth- 91Clay Sandstone pot ran Jet burin
<br />t;• �4�� ILTY CLA i�"s� C�2.4 (105(24 "�: 111.4 (6D
<br />�r 40 onical analysis unless so stated. 30 drop) 44 r
<br />sandy cloy or 21-35 Compact Very stiff ""'� S- Direct shear ws, '�t�--., Conformable material change 12 STATE NO. 29C-21 O -'�
<br />DY CLA Limestone P y r� , 1 Test pit ..�...-.�--.Z� . Confor a e g 5
<br />�• �► 30 cla a sand
<br />L YEY SAND C YE y y �---� Date Approximate material change 10
<br />36-70 Dense Hard E-Expansion Elevation g
<br />. AN 31LT 20 ,1�. Sandy sl It or I T -Triaxial compression .+,' 21
<br />silt sand Metamorphic rock 7 + r dens8 Very hard 0 2 /4 Cone penetrometer Unconformobte material change 4031 LOG OF TEST BORINGS
<br />t
<br />: 10 Y 0 Vey rY M —•� �" ,
<br />,- \2
<br />I Y 3nQN 31 Silt cloy or O 21/2 Cone penetrometer ' ��, BYQ.GcI
<br />; t' 0 , y Y g O 20 4 IkRIX; 1 Zo
<br />' . �`"Se;►`�S �clayey silt I nepus rock burin Date P �� �rowin Dote of Blows er foot Scale Ogfe 9-3 4$IIiY fedo'n Q � I- - - .9 VERT; i =la O-� C�ieckby�v•�'
<br />!tE NAME D-?A`✓�,? t rw.y .pT'y1y'c a..—�_.�r ������'
<br />i+'t,t• �/'j�'r �/rQ' 1 //. f �' �/r- /yry 4 {'sF• ... • F A T ` �r ��
<br />. � .. H-3- � 27.P:4."Ydt/SEf_i � L" .i.h�lT s, . 'LX.^ - - +•.,--r�. is �_61�t� - I= . • e _ J . . . a � _ ,. - t ' .. - . < . y"'. � . ` •` _ _ _ _. _ _ .. _ ,. _ ... 1 - r.. . S''�- 3
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