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1 <br />A <br />r ` <br />k <br />• <br />L <br />r <br />� ATK-NS <br />Q <br />8-2 �'Exisfirg bridge <br />PLAN NOTF' y <br />TB •,rxlsti1y Aridy dke k -1/ lea-0 <br />Zoanfy Lbf�m flex //6 8 <br />i <br />14 <br />MO <br />' - - - - A <br />• /G1� _ 'h'7 E`T. �� � B 2 � Ground �_ j _. • <br />Corn�oad Aro�wv- <br />- sill sRvW1,0o& •r?'ow r` ,5?i� r.v isii Arvavr r% G sG/� a�r�s�rlo.�/ a►/� . lFi//.� ` <br />�Ycr /vvsB yr� very fi g to �ooio� i�7 a rI GOB �Q� 6rotvr l�Cr �i�e �o �17to%!//'�► �i/t s'��o! <br />_ y <br />i p ��ow <br />_ —' /¢�20� 'ti��/vim ray C�yGy s!r <br />f>r, <br />80 97 1 I I 9 y <br />tu 3 -e, b P �+ 0 6 b <br />r !/wry o'crse to demise �rvto� ��o�9r-may /�rr�i�.�t�a� yc�y ire <br />tu <br />�/� <br />• � �' l/ery oc�se 6�owir �r�r��r�� molt/ao� XWIA <br />-Ccjsi/d /a�nir�se . = �' t I �'t`�BY <br />60 :Jn� s <br />.� 1- <br />i- <br />PROf/LE--- <br />LEGEND OF EARTH MATERIALS L E G ENO OF BO R I NG OPERATIONS <br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION • PiOn of any boring ROTARY BORING PENETRATION TEST M 0 0 R E and T A B E R <br />t , I <br />Diogrom showing fhb bash of g►oinsize 411""atlon Location Location <br />0 used in determination of Class names. Size ' �., Peat or According to the Standard Penetration Test. ® Flush penetrometer i� off, g.2�F _b2 <br />classification is based on the Wentworth L' Gravel y� or anic matter 32.39E -9 APPROVED C <br />� 9� 9 � B-NO. <br />,rode scale in field classification or the B-R't1 <br />No. of blows Granular Cohesive 2.5" Cone penetrometer TopAo/te%v. � Toplro%ehr. LICENSED CIVIL ENRIN� N1 4lros <br />,� �► A.S.T.M. grade scale in the laboratory sieve ,and Fill material erfal ® of � �' Casin 2.5 0 <br />LAY ��+ onafy:t: - Un/rweight(#/cuft.)dry p P _ elevefion_ Fround WOW Surface <br />9 :; :� Oeseri lion of moh►rfa! Pushe _ SA N JOA Q U/N COUNT Y <br />! �y Classification of earth materiel shown an this , 0 5 very loose very soft ,ze Rotary boring :; S/ze ofsomp/er count recorde Nc dole measured <br />o� shoot is based on field Inspection and Silt Shale' unconfined compressive lows per foottoot--,'� t ' <br />p Blows per <br />`� °�► _ M 6-10 loose soft strength(T/sq-ft.) p„ <br />(US/n o /4 / Aammar ° should not be construed so imply meeh ize Auger boring Consc/idofion test c a l05 24 l,4 63 witA. o-30Q�rop). (Using a /40/b. i Graphic represtnfatian 1 <br />c� d• aaleel analysis unless so stated. MSandstone 1 <br />! SILTY CLA ®Clay 11-20 slightly compact stiff G..WS.Xl elevation _mound water surface hammer with a t, of driving rote. BRANCH BEAR CREEK A T A TK/NS; <br />41 40 - Direct shear test-+® -- - ��'� dote measured 30"drop) 2 : <br />Apo �DY Li Sandy clay 6r 2i-33 compact very stiff 0 Sample boring Expansion test E j , 1 <br />®Limestone ry ' •�—wQ+Conformob/e material thong! ? COUNTY BRIDGE N /508 ! <br />yQ LA SAN CLAYEY SILT clayey sand - ��� Jet boring oxlo/ compression, test Gradational material thongs o f' <br />`b l li )( r% Sandy slit or 36 TO dense hard e'� stimated material change _ 1 <br />/ SANDY SILT silty sand ®Metamorphic rock Shear strength (#!sq.ff.)�14o vs of f0 20 30 40 50 601 <br />X �0+ very dense very hard Diamond con boring L O G O F TEST BORINGS <br />- <br />Y - A SILTY AND I LT bone shear (field) Unconformob/e moterio/ change boring Blows per foot <br />Silty clayor --- <br />r i-- v✓ '�✓ ^° o° oo ,-,., = k . cla a si It Igneous rock = <br />.; y y Test pit N <br />_- "4'`Y '+•"'F' f- '"s3-_. v"'tr' '7 ._.Y. -.K..' SCOIe at <br />- � r of f r' File i SILT �_ - - e o bo n .� - . raw n � - o d / I�0 u 6 96 - A / / 2 <br />g <br />PERCENTAGE - -� S 1. - <br />. <br />• � � i � { � 1 �,. / � � i �� ! 4� t,. t Is.. f $' �, a C 1k � :., � �' ` •_ `�< ! i � �, s � � ' • { r t _ - � _ <br />�; r <br />F -� _���-- - 7i tFE�t�i< ► ` f . - r! ! - F i� r�"� '�� i� +') ; STATE NO. 29C-281 �,� /?' <br />0: <br />s <br />_ ,p <br />i <br />