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BELLOTA BRIDGE
<br />ROAD INDEX FILE YEAR SHEET TOTAL
<br />NO
<br />. N0.
<br />NO. SHEETS
<br />-17
<br />{ i j B" 1
<br />tom— 3
<br />$ H
<br />B-4 8- m ,
<br />EXISTING ! 6E _P L
<br />aR a
<br />.y
<br />SCALE I =2©
<br />JESCALON-I3EI-LOTA RD - I
<br />i
<br />NOTE-T5M. IS fl-N` ABUTMEf`•,(T APPROXIMATELY Y ��
<br />Q{
<br />----- T 8'N# LS FEET BELOW ' E)(lSTING BRIDGE DECK W $.G.5. BENCHMARK ARK � F905)
<br />--- - - ---- -- -- yz ELEVATION I00.0 ASSUMED
<br />AS BHOW t"J
<br />too D-100
<br />- - -
<br />a AS SHOWN
<br />90 SEMI-COtv'1PACT- GOMPAC- BRA",nICN SILTjib -
<br />SffiA VtRY FINE--FINF ,SILTY SAND LAYERS .. EL, $7.3
<br />APP'V
<br />ROXIMATE GROUNDLII�t AT` DOWNSTREAMLOOSE BROWN \JERY FINE -FINE CLA"vEY SAND
<br />.,.� EDGE OF EXISTING ISTI RIDGE
<br />80
<br />SEMI -COMPACT BROWN VERY FINE.- ���.�,�1��1T= d 9'jl �,11 �� -- _ - �.9�127119g• ! �1.4j1 �
<br />ME DiG _--CLAYEY SA14 D 's
<br />AS SUY,1N AS SH4nlJ-
<br />TIFF TO SOFT
<br />F•�., WATER SURi=ACE EL_ ?4.2. S � BR.C?WN SANDY SLAY
<br />f . ` .� -• B-IZ-k�5 r� -2-114111- 1 WIT14 �C� AV SIt.T, FINE -MEDIUM
<br />,� CLAYEY SAND LAYER
<br />r ..
<br />SA�1 C? -32 €asx 1 1 . -- _ � _ - -- - J t= T . LOOS -E �s1EM1=f A , f 6 R14r- fS s��3'v�l{J r l lJ E -" a l -
<br />�- -, BROWN - q SANDY GRAVEL.--wlTB SCA'i'TERED COBBLES EL. f 3 1 4 7
<br />tv L'---GAV E L LY 15t1 I o"� . ! .
<br />n
<br />�. �aos�E�� s�M -co ' , .. - -
<br />,`=• SILTY SRN RY G COBBLES
<br />COMPACT -DENSE. BROWN FINE -COARSE � �',�{� 1,4 3Q � �;;'�' �; '� " _ .. �o'�41 t.41 hU I COMPACT- CENSE BROWN --GRAY F 1,NE-
<br />• 1 11.4132.1 COMPACT GRA`d - BRC'�+t�N FINE-C OARSc �SIL'TY .�ANQY GRAvJEI- ��: .
<br />SQL GRAB- to FI 1E �;�: � •'a COA-RSF SILTY SANDY GRAVEL -- --
<br />8AN t�Y-
<br />�
<br />_ t� W N
<br />,;�..l� - -- -- - — .. - - - - 1 1 s--_-
<br />.4,-� .�l Is t3J ,. § — - - - -- - ? -
<br />a
<br />-
<br />- LOOSE BFZt�wN ctR'�EY TO SANDY �� � � 1' �� r
<br />60
<br />t
<br />SILT
<br />LOOS sRowt � s�� 11: J-z 114-7 1.4118 l LOOSE BROWN SANDY SILT' GRADING •x 811.41 i0 g_! I -t�5 � p,� �� 6� �� �' ° - --
<br />T�ERYINI<==�I- SILTY- S3_
<br />_ 'I.q 12 �,,��TI�av1w SILT La�rRs_.;�f1=1I-coMPacr wlTt LOOSE Era,' SR©tie "�,
<br />,.
<br />�.I' '4
<br />'u•� 6% ';:;� I.4 B - - ---- - - - I VERY FIN MED U !SILTY- 1 4 b'� �� � :�• 6 SAi�tQ'Y SILT WITI-I SE\iERAi:- CL�,'Y�.'Y SI L.i
<br />'50M SAND E RS
<br />F
<br />r
<br />u _ SEMI- 411PIP C:T' 43A ;
<br />C A R.I4 �RCiWN ENE .-
<br />f diE [iYSARSE 51= `7-AN 1 >, SEMII-COM PACT- C(31VI PACT DARK BROW _
<br />r•
<br />f• _ -. ' 11>`7�ASE - It i1t' 1 R N h 1 1 3#52 11
<br />f
<br />1 D
<br />n _ 40
<br />-,
<br />. , . i 5 1 152� .t I._
<br />0. _
<br />DENSE WITH �, tab cT t�AYER Lt 1.4 j 4 ` 19 )� � � � ,� ��
<br />i/ COMPACTTHOROUGHLY RedF_FA`T'HEREo
<br />_WEATHERED, . �-Ah! 51.STC3N �r 4-
<br />TAN S1�i-ST04E
<br />J (`�
<br />tENSEr�MA4 t l N�cvvt- ATi-lErt�z:� -- -- -- 1 �J11
<br />d
<br />- S
<br />— _�
<br />I. 2
<br />;
<br />VERY DENSE MODERATELY WEATHERED:`/i . —�0��
<br />I
<br />j-5190139 f ; 911.4 Z 2 1
<br />SCALE-- 1 �!' 10,r_
<br />. n
<br />• r ~ — — j
<br />Zj
<br />a- ►�- 20
<br />INTERBEDDED C OMPAC.T BROWN THOROUGHLY WEAT 4ERED
<br />1=_1N�: M- Et tiM- .'SILTY___sAN0s�0Ke � TAN _SILTSTONE
<br />- STATE NO. 29C-051
<br />t
<br />END' OF 8'0-RfNG OPERATIONS _ ATIONS
<br />, .LEGEND 0 ... EARTH.. �I ATE_R 1AL.S �. �- .. LEGEND' � *. ,
<br />SIZE CLASSIFICATION EARTH..
<br />SYMBOLS CONSISTENCY CLASSIFICATION Plan-ofany baring Y BORING' PENETRATION TEST ���� i�OORE&TABCR
<br />R O TA R �g�neers eafa%5t'
<br />O Location
<br />E 100 p Diagram showing the basis of grain size distribution o Peat or According to the Standard Penetrbtion Test si:e B,-No. Location
<br />i ¢ Gravel AlN a Rotary boring
<br />9� used in determination of class names. Size oorganic matter Top hole e.1ev B-No APPROVED QiZ
<br />�' ~" JOIN" P'
<br />16 classiftca#ion is based on the M.LT. grade ' N Diamond core boring 1 r o
<br />REGISTERED CIVIL ENGINEER No. � I Ia-S
<br />s0 scale in field and laboratory classification a (/o wt) p e1
<br />Cohesive - p e tuber 0
<br />� � ., Granular Mo'stu a dry Casing ��Sam i nu Pushed�-----P � � ,�r�����,��,����������� � ��������,,����������������„���� �����,����,�� ����,�,���"��,��������� ��������W�,����������,������,�����
<br />� y � Sand F111 mlateria! No. of blows Gran
<br />CLAY .10 unless stated otherwise. Dry density (lbs./cu.ft) Set
<br />0-5 Very loose Very soft size Auger boring Size of sample (inches) —
<br />4� ° Classification of _'� Silt IMShale - - E Unconfined. Compressive 't•y to[�'kl' _�;
<br />w� 60 �� c n earth materials shown onthis 6-10 Loose Soft Sam g g Q •::81ows Using a I401b.hommer per foot Blows per foal i9VGr of drivinge al;tionI
<br />sheet is based on field Inspection and Sample borin stren th (tons/S .ft.) �a
<br />1• v°ic should not be construed to imply meth- Sandstone Designates other soils tests = " (Using-140 1 b. 20 �.0 TA
<br />i ''•. a 30 drop) 21L.
<br />t im CLA
<br />Clay 1t-20 SemlCompoct Stiff Jet boring, r' with hammer with _
<br />40 amcai analysts unless so stated. L� g C Consalldatl0n :;• 30 _
<br />I
<br />Q4i
<br />ANDY CLA J Sand cla or" 41
<br />�q rt 30 Y Y Limestone 21-35 compact Very stiff r""'� S-Direct shear t 30 drop) 4� N�• �69C'5 S
<br />V-41105 rt4 „ •• 1 65
<br />It p Y G.W.S.e�clayey son777
<br />Test it�._ Conformable material change 41
<br />'�� ` 9 - =
<br />*. 5'
<br />a._ -.a E �EXpan510n EleVatl�n ��� ApproXimote material change 6 F� ,� m ``" rr
<br />f.
<br />HAN
<br />- -
<br />CLAYEY SAND CADYYSILT 20 Sandy silt ` M mor hi rock 36-70 Dense Hard 1 p 7 Trlaxiail tom resslon Date g l0 � :
<br />aia p c oc i 2 / n penetrometer p _ _ � ' __.a it •
<br />® ® 4 "Cons p e ometer
<br />s !0 silty sand 0 UncQnformobla material Change
<br />%70+ Very dense Very hard
<br />• TY S N � � SI � - ,_ � �� � _ 1
<br />N
<br />3
<br />O O D Slip, 0 Silt clo or Igneous rock O@ 2l/2""Conerpenetrometer -
<br />Y Y
<br />7L LOG OF T
<br />o� �° co° ' claye -��Date of Date fl 4 �� By
<br />- SILT Percentages
<br />W. _ Stole A NOT I-D to AUGUST, I��Sdrc
<br />i#ec116
<br />boring •, G i ows per foot
<br />Ikm,W6,o uu IdI J1.11111 uIItl41�1��116�Y�.d311L�tI��JB�IIiIInIWIIL�1611 �I�o"hl ",ilJ'lli i61hYAll, it ,linAJl'l rl Will ii�IwLhWh,, '• "
<br />°" ����Illu oilll VL4 Vill, wl6h II I h i nil i i IiiINY .I II. h iui
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