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<br />I
<br />POST MILES SHEET TOT
<br />DIST. COUNTY ROUTE AL
<br />• ' TOTAL PROJECT N0. SHEETS
<br />TO
<br />ACCOMPANY PLANS.J
<br />DATED ,,,...
<br />ES
<br />-1 F REGISTERED GEOTECHNICAL ENGINEER ���-�N P.
<br />No. 816
<br />PLANS APPROVAL DATE � EXP . 3-31-00 �
<br />TABER CONSULTANTS P
<br />%horn roil �� 536 Galveston Street `�q��OrEc'VII
<br />West Sacramento, CA 95691 OF CA���
<br />JOB No. 1 R2/396/66-11 (Task 6)
<br />3-3 � � � The Sear —Brown Group/C+D Engineers
<br />170 Columbus Avenue, Suite 240
<br />San Francisco, CA 94133-5160
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<br />- 70 _
<br />BAR SCALE FOR REDUCED PLAN
<br />7- Z s-%b
<br />_ 1 (inches) 2 3
<br />ei u.b ..mmi ahmu,li,li .m Jn1 m, u uanL.
<br />L..F.G E.,N.D OF EARTH MATERIALS - _L E,..G,1E1N,® OF
<br />8.0.,R,IN.,G OPERATIONS _
<br />SIZE CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ® ROTARY BORING PENETRATION TEST
<br />E 0 -ENGINEERING C O M P A N Y
<br />- - - - - - .Ian °( any boring _
<br />v 01 ogrom showing the Dos is of groin size distribution L qCOtiOn Location
<br />100 ` 1 n determination of class names. Size oe� -m Peat or AccordingtL line St^.r':t:rd Penett atior' T-ist
<br />,z Flush penetrometer ` _-
<br />y classification lsbased onthe Wentworth e`e Gravel Nti organic matter B-/�0• B-gyp APP?�01tE0•T�''U �I��,S�
<br />grade stole ,n field ciassificat.on or the
<br />/� f blows SrGn;:IC 'h 2 I c'� Cone tr m 't•� Top hole e/q.✓ r, TO hole e/eY, LICENSED C1VlL EN ,iN E' N° 9165
<br />I G 0 S r CG esive /^ ene a v er l� n1, au on.n:ll looudeu inn nel,d uw 1,ri1,d f{, Fly Vo) o
<br />L� 8V �n A ST.M. grade sl in the ioborato( S,CYe •• { — p - ! I tl lln 111 1 lk, ni1111,1 1r�I Ilk u.0 I U IILI, i�,La W6ur,Jli i 111611h I l.luai111 Wllu pld T.l 1. Jili.d��.L 11 � e. Ill 1. .111�6JI J0aW i0"l u�.l�iin�ibuil6e�l 0di alb l:lll l �/�idi,Il iY ,, dwl. till I„i W IIIIYll ullnu li
<br />y a Sand Fill material - 25
<br />o c Y �o ana ys s. �___ - Casing driven,
<br />Description of material Pushed P
<br />Q }� 70 � 0 - 5 ver loose ver - Size of sampler —r elevo�r'on_ round wafer suface �A N �I C L /� I L A/T�`
<br />o \ tiq Classificot,on of earth material shown on this Shale y y °ft size Rotary anr.ng Blows per foot %moisture Nr "C•JntrECOfd CD date nleasUred - / 1
<br />• 'IM C}
<br />t 60 sheet abased on field inspection and a Silt
<br />- (Usin Unit wei ht(#/tuft) in pace r/ -
<br />F 6-10 too,,e soft g a 1401b, g B/aws oar foot-,,
<br />50 s' Should not be construed to imply meth- - ,ze hammer wi/h o 'f
<br />?rn a Auger bc•i:ni� 12.413� It 4 64 103 C Consolidation test 3dying a 1401b , Graphic re r
<br />' ° SILTY CLA shout analysis unless so stored. C!a Sandstone - p p esentat/On
<br />4o y I I-2.0 slightly compact stiff - 30 drop) elevation round water surface ha-7i•ner with a o % �A� ��
<br />Q _ n %' ______g 2, of driving rate _ ,
<br />A Y L Y S'cmple boring Unconfined comcress.ve 2e - --.----.
<br />a .d c,a or g dole measured 30"drop) 10 -
<br />y y Limestone 2.- 35 compact very stiff strength (T/sq f,) -C'on. ormable-nGferiol change Get /j ,rJ � � / , e p�� / { J�
<br />Y 30 c;ayey surd _ Grodotiona,' "m0e,,•al han e 3� 1✓� 1„L tJ r . J� t/
<br />�Q CLA E�, S'AND CLAYEY SILT 0 "i Jet goring Vane shear!field) 9
<br />ANDY SIL , %r. 36-70 dense hard oti, Ave,l sII
<br />l Y ) � Sandy si,t ^.r Shear siren Estimated material change
<br />< 10 ,u ,f Metamorphic rock - Cffh ,ao Vs frict,•r•n MbOve�
<br />'o T Silty send M 70+ verydense very hard _ Diamond core boring.�qft) /0 & t 40 50 60 70
<br />tr7is tint D_rie of
<br />>> LOG OF TEST BORI NGS
<br />/SAN 1L, Y SANG � SILT, __ #fp.ft.
<br />r' u ,f , ,� _ � laoops Unconformatr/e mo*eria/ ahonge
<br />of Silty clayor Igneous rock ( ) bcr,'ng Blows per foot
<br />m clayey si It g
<br />- I �° I ; Test pit Direct sh2or(lab) f on • / "_ 0'
<br />._numl,ln.o,alit, IL P.1RCENTAGE date f _� )/E'r f: /'r-�-! DatedC//� /i�� File DraWin
<br />o horn Scete g
<br />Ik
<br />NOTE: The As -Built Log of Test Borings sheet was used to prepare .
<br />the Preliminary Geologic, Seismic & Foundation information. EARTHQUAKE RETROFIT
<br />��
<br />DESIGN CHECK wan g PREPARED F � R THE
<br />Vona Toan Tdn NOTE: D. Wang CHECKED G.
<br />DESIGN OVERSIGHT ADDITIONAL AS -BUILT FOUNDATION DATA MAY BE AVAILABLE BY CHECKED Robert E. Sennett IV 29C-0010 SOUTH FORK MOKELUMNE RIVER BRIDGE
<br />AT OF TRANSPORTATION G. Wang .. BAN JOAQUIN COUNTY PROJECT ENGINEER . ..POST MIL .. . .. . .
<br />5900HFOLSOMEBOULEVARD, SACRAME TOT CALIFORNIA 95819RCH DETAILS M. Robertson E. "
<br />SI,GNOFF DA E QUANTITIES BY D. Wang G. WanTEST BORINGS
<br />CHECKED g PUBLIC WORKS DEPARTMENT AS -BUILT LOG OF TE �+
<br />. . . .�
<br />ORIGINAL
<br />REDUCEDSCALE
<br />LPLANS INCHES OAT 1 I 2 I Cu,. 10�_152 DISREGARD PRINTS BEARING REVISION DATES 11.11 (PRELI11 MIN11 ARY STAG11 E ON 11 F
<br />3 EA 10 L01905 EARLIER REVISION DATES �•- I i I 1
<br />0
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