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oy �' G
<br />lilt
<br />T-BM. )
<br />Existing Bridge Deck Existing Bridge Deck
<br />at ,5ta. 5tOO EIeV, /00.0' (assulned) at Sta. 5t00 Elev. 100.0' (a,ssurned)
<br />Car/n/y D®fvm �"/�v - �,�:/ ��Z County Do�'�m ,E_eV �:�•,� 8_2
<br />TB.M. ,��st'ai-ion Lime
<br />%B. �I. iu // Road- - — A - - I — .
<br />i - - --- -
<br />+F
<br />+50
<br />4+5®
<br />+oo 5+ 50 _ e - — �- E x is ling Tu//g Road
<br />Ex/sting Bridge Ex i , i-irg Bridge
<br />® 8-1
<br />Uii
<br />-I V�s � �,. i s 2 fi' $ kIrk
<br />}i 5
<br />�; �.. E i ..- •-' -ram----
<br />//'rt 4-t-59 3 /'/t 5¢39 Co. `vm 15'rt 4t70 Approx. groundline � •/t CIO, 001611n
<br />99.9 8,/ B-.3 9S /O�3 �„/ at west edg�of 8_2 - �9
<br />99 ,. /00 - ex/stirs bride .99.9 ,,, /00,,
<br />t/er / ose brriwrn CLAYEY SAND Brown S/L. TY S�lIV®
<br />y , Jeri!/Corti t' brown) ► Deck '
<br />�"Z � -2 1 i FlEt-D 300K 40. V f 3
<br />s/LTy GRA L °g"—Wai-er surface E/, 96.E (9 9-70)
<br />L Y 5A�'D
<br />Compact tan SlL7-Y — Ground surface
<br />f 1 /.4H `L=.• / 11.413315AND I�-sTs_. 71,7 :; I /, 4 gp Gr-a G�ZA 1/ELL. Y N,®
<br />Semi�orn ct brow //' // 4�-9/ y
<br />i . /� Dense tan 5/LT /u - ra ��
<br />. Ver fine -medium %: 8J = B e g y SANDY CLAY
<br />_ _ __._. _ _- -- -_ Dense to_ yeru dense �O is
<br />ran S1L-T 90
<br />( l /�-/ y �Z/Y ,. 2 /•4 4/ redbr'own i'o tali_ 2 I / 413/_I 9- -70
<br />1 ! with �!�) Y,E
<br />��i!STEI t�&3 '•' y y r1'_71__<APpr0.Xi1776ihe roundline % fine tcoarseS/LTY Very sf-iff-very hard
<br />�.�..� /a ers®w. s. Er,
<br />-��91, s `4& at West ed :;r` 5)VD layers, s/i ht/
<br />13.81 24 9 11,4162 Dense tan S/Li ge of existing cemented 9 y ton �A/1/DY OLD) Y
<br />9-�1-70 bridge ; �.., 3 I /•4Va�lf �e•� I g/ �.� �8.5 it
<br />g 7S -. 69 8
<br />1.3-81100120 �. 4 11,41271 I �—oTo3 I4 `:• ' � 4'_U_4F or f - --- 4 11.4154 - -- - - - -- -- - - - -
<br />Loose tan fine -coarse .5AOVD r .•�
<br />Ver Stiff hard •,�.'' Very dense brown � •'`•- pact tan leery
<br />reo�brown CLAYey Dense -� rr�
<br />Brown iver fine -medium �•.:� SANDY S/LT 6W.S. T El 74. fine S/ TY SAND
<br />11,9197121 �\ 5 I i415l I�1LT with BAN®Y y : • ci — — _ _
<br />CLAY layers e/LTY AND with SANDY ;_` 9 9 7© yy� 5 I /•41341
<br />® AAY9c1cYns5cAND
<br />rutan5/Li' Y 'y �'nse t3tt 7® -- 0 13.61//51/4 6 I/•417� ; 511.41105{t 7
<br />very fine aS/[.iY W 12,2110A i7 - 6 I �,4 - I
<br />s Den��i -Ver[J denseLIJ
<br />7/•4va51f Ver dense grow® fine -coarse 7 I,4Isoltbrown BAN®Y SILT
<br />rZ brown SAL
<br />:..;
<br />SILTY SAND
<br />. ,. p SS
<br />• 6
<br />8 i4 43 , P , 6 114156 Dense tan 51L r - - -- - . 8 11,4140 I Dense brown fine -coarse SAIV.0 - - -
<br />���
<br />,•.: ' Dense -compact very
<br />9 11,41471 fine SIL-TY SAND `CempAcf-Brown SANDY,5/LT
<br />with Ver fine -coarse 9 4-70
<br />J with fide-coar� �C�-
<br />198123 t/o 1 /.4130� 7 �4 3/ SILTY S.4Nt� loyal - — -
<br />s --s3 50
<br />�;�y< '• to
<br />9 -3,4- 70 9-44--70
<br />37078 - 3
<br />37078-4WNW
<br />`-
<br />.MATERIALS- ---- _.....___ . _.
<br />LEGEND ®�EARTH _ LEGEND G E .._. ®_ .......0. F....... .. , _. .. BORING . � OPERATIONS'
<br />E..R A T' I +� �I S
<br />i� ®� & 41? ! eere -ic,0le rsto
<br />UNIFIE® SOIL CLASSIFICATI®N MATERIAL SYMBOLSCONSISTENCY CLASSIFICATIONROTARY ®©RIND PENETRAi'ION TEST����T���� � � Plan of any boring
<br />Fit QM CH MH QL CL ML SC ISM SP SW GGM QP QV FOR S®IL.S Location
<br />Sands with fines Clean sands Graveis with fines Clean gravels rz�,.-fl',j -No. LaCatt®r! 1
<br />Peat or size Rotor burin
<br />GrovelY 9 APPROVED Z i a �.�'�
<br />Highly Silts and clays Slits and clays >l2%fines �5°jofines �l2%fines �5%fines organic matter TOp hole eiev � JOB ilia. 37078- 3,�i
<br />7.g S'N®
<br />organic Liquidlimitgreaterthan50 Liquid limit less than 0" ° Y According t0 the Standard PenetratlonTest N �CaSln ✓� 2 REGISTERED CIVIL ENGIRyEER No. 1"�
<br />y y , , ..r
<br />Ta Note elev.
<br />Solis n 5O /oaf coarse :,:e ; Diamond core borin o
<br />olsture (/o dry u►t) 9 p Sands _morefhan5O/oofcoorse Gravels- -a N44sieve. Sand .: Fill material N2 of blows Granular Cohesive Seth —Sample number Pushed��P
<br />_ fraction is smaller than �Ee 4 sieve. fraction is larger t
<br />Fine grained soils Coorsegrainedsoiis - 9 g Dry density (lbs.lcu.ffi.) p ) COUNTY OF 5AN � 10AQUIN
<br />(More thon 50 /° is smoRler than hE4 200 stave) (Mort #hap 5© to is Jaeger than NQ 20O sieve) size Auger boftn -5128 Of sample (inches)
<br />e Silt Shute 0-5 Very loose Very soft to
<br />compressive P
<br />Blows per foot
<br />- � Y Y .s�. =; Stows per foot lfl Gr�hic i�epr@sent�tion
<br />LABORATORY CLASSIFICATIt7N CRITERIA �+ p 1� -_ • ------ " =
<br />Sample boring strength (tons/sq.ft.)
<br />® p 6- f0 Loase Soft � g g {Using a t401b.harrRmer le of driving ram+.
<br />5c ' OW and SW- Cu= -� greater than 4 for G W 3 6 for SW; Cc= (®30j between I is 3. Designates other soils tests �� (Using 140� 1 b. � r/ JJ / Y ROAD
<br />B/�/ l�r;E A /o /�?®A /1 i NOR
<br />/o D 7 "[J �/t %i/�� CREEK
<br />`/>EE[!
<br />cii ap olo x oeo Clay Sandstone r�1 het borin With a 30 drop) 2J V[_L A !T D /V (J✓`y' A / /y /T / /7 ADD C /�
<br />�� 11 -20 Semicompact Stiff {: g C - Consolidation 6L.4jlo��47
<br />�`,l i.485hammer withGP and SP- Clean gravel or sand not meeting requirements for GW and SW.30"drop) 41
<br />Sandy clay or r '®� S - Direct shear tr
<br />�, Gt�land SRA-Atlerberg limits betaw A line or P. i. less than 4 Clayey Sand Limestone 21 - 35 Compact Very Stiff j Test pit G.W.S:®��.�� `- - Conformable material Chang® l2 iULLY ROAD BRIDGE Mo. /i 96 AT BRANCH PADDY CREEK
<br />and SC-Atterberg limits above "A' line with P- 1. greater than 7. t___� E - Expansion Elevatlon `� °
<br />OH and Mli Date ApProxlraiafie material change 6 to
<br />Go s j Sand silt or Metamorphic 36-?0 Dense Hard l T-Triaxial compression
<br />a Fines silt or Fine Medium Coor Fine Coarse obbtes @guide- Y 2 /4 Cone penetrometer p .�" 21
<br />{ y)Unconformable material change
<br />a CL � � sand � sand t sand 1 gravel � gravel � � : •.•• silty sand rock 31
<br />Sieve sizes g O ! ® ,f Silty cloy or %70 Very dense Very hard @ 2 i/2 ° Gone penetrometer _ -40 LOG OF TEST BORINGS
<br />L d aOL Igneous rock -
<br />0 ' ' Clossification of earth materials shown on this sheet is based on field inspection and Clayey silt Date of Date 20 40 �� = ri
<br />o I, 20 30 40 so eo 7o eo so too scale / /O Date 5C P, 1970 - Drawing
<br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. boring. Blows per foot Check by
<br />,.�•
<br />4 P` "mf R t + d e" r
<br />.. r �• i.'
<br />�s - ,+ , Y. .�,, +, � � d i �.+ 7+ -§ � ,•� S
<br />�f 4 a.r€ .�e'tI— 3�d,, E Arta s�,L, 1 i
<br />1
<br />..pw..-A o tj i
<br />jewe_._ . .
<br />+
<br />16a;,°i STATE NO. 29C-2
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