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<br />VAN ALLEN ROAD BRIDGE NO 1850
<br />CONCRETE STRUCTURES —1969
<br />ROAD INDEX FILE YEAR SHEET I TOTAL
<br />Z NO NO NO SHEETS
<br />j 1969 20 2Z
<br />-,l`UA710N
<br />COUNTY A 55LWlA4f19
<br />OA T/M
<br />A55UMEO
<br />DA TCIAil
<br />100.6 Bridge deck Qf cen ter /00
<br />90 90
<br />80 80
<br />70 70
<br />60 60
<br />50 50
<br />40 40
<br />30 30
<br />rT.B.M.
<br />X
<br />t Existing structure
<br />PLAN
<br />iV r/
<br />O 27,
<br />Groundline at downstream edge
<br />of existing bridge
<br />R-2
<br />E/. 99.9 kill
<br />t VAN ALLEN- ROAD
<br />Water surface El.
<br />83.3
<br />—i
<br />Stiff, brown
<br />CLAYEY SILT
<br />258
<br />12.81103117 i%
<br />1 11
<br />\
<br />2s 9
<br />/1J
<br />_
<br />25
<br />22
<br />23
<br />13.8199If? ::'
<br />911.41Z11
<br />-17
<br />15
<br />Semicompact B compact, brown to
<br />gray
<br />34 3
<br />tot t3 :j::
<br />311.41211
<br />CLAYEY SAND with SILTY
<br />SAND
<br />1G2a
<br />El. 72.5
<br />layers
<br />and o thin GRAVEL layer
<br />at
<br />1615
<br />.::
<br />1 1.51 98127 •;
<br />4 1 1.4111 l
<br />26
<br />`736
<br />o
<br />0
<br />46
<br />29 !�
<br />30
<br />1 1.61 97126
<br />5 11.4 1231
<br />30
<br />34
<br />\'
<br />4 t 1
<br />7-3/- 67 25 50 75
<br />134 110612 1 \
<br />7 11.41221 Very stiff, brown CLAYEY S/LT
<br />i T.71 I O4 2C,' .:
<br />8 1 1.41601
<br />911.41431
<br />I
<br />Dense, brown SILTY fine --medium SAND
<br />7-28,3/-
<br />67
<br />PROF/L E
<br />-NOTEa-
<br />T. B. M. -- Bridge deck of center.
<br />Elev. /00.0 (assumed)
<br />A
<br />R
<br />-
<br />It
<br />d
<br />TATE NU. Z9 -117 _
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<br />D EGEN� �0QRESTABCAGP � � S CONSISTENCY CLASSIFtCAT10 Plan of any boring
<br />T Pt OH CH j MH OLI j CDL I MLIL SCL�SM SP( YMBOSSIF1CASw GC GM MATERIAL SROTARY BORING PENETRATION TES S Location- Pea# or �FO R S01 L „ B-No. —Sands with fines Clean sands Gravels with fines Clean gravels ti,�, Gze Rota borin Location— r`," ED i� e,�, JOB No. 3742F-5
<br />� Highly ones 0 0 o Gravel Q ry g B NO � R. i PL 11�—I`—
<br />Li Liquid limit greater than 50 Liquid limit less thon 50 o eV.
<br />Q g q Siltsandclays q Silts and clays Sands (more than 505 of coarse
<br />>i2 /ofines <5� /ofinesfi; e n. organic matter According to the Standard PenetrationTest N op hole el 2 � REGISTERED CIVIL ENGINEER No. 9i65 }
<br />organic 9
<br />To hole e1ev. /o oarse Gravels- more than 50 of coarse � / P sods o I _ i II '� a D mond co In re I I I I 'I J'vV L. 11 IIII
<br />�1•' bV. '' II I I' Y' 19lil lull l'JI'411YI IIII" � IJL ��. IIYIII IIII IWB: 'INVirIJI'I II IYI uII: IIJIIVIi IIu�I IYI IIII I{I Ja Ii.IIIJ IIIIIII IIIIId n�:ulu. lkYWu:lll�lli6d I'll Il� YI�:VIIii IIGI dll �llllll'I'iY lilul WJIIII JY VtlII:,:I � el'lll:�ll lul
<br />4 g Moisture (% dry wt) Casln9
<br />r YiYWYJLIl:IIIIYIIVIInY�dIIIR1dILIIWWIIIIIV uiIu WIIY:YIll,l6u:llYlllld.I II .III d IYI I I 66 � IWI I II �� I I YY i JI 11 wlhliJ uil IIIII �IdJd YYI�nIIJdMru��mell J��III,I:,IIIiII�II IYddneJVInIJIlYl: 4111109
<br />fraction is smaller than NQ4 sieve. fraction is larger than N44 sieve. Sand Fill material 4 -Sample 1@ number
<br />�:. � N of blows Granular Cohesive Set P Pushed P +�v _ I
<br />Fine grained Coarse grained Silt Shale 0-5 Very !Dose Very soft g g Dry density {lbs./Cu.ff.) P (inches) SA N JOA O U/N COUNTY
<br />/
<br />o olarger Auger boring -Size Of sample inches
<br />g e ve) Unconfined compressive to P
<br />Stows per foot
<br />Gr h'
<br />(More than 50 /o is smaller than N4 200 sieve) LABORATORY CLASSIFICMore than ATION /o is than N4 200sie y y Blows per foot 11 IC re resent tlOn
<br />R ATION CRITERIA "' Sample borin stren th (tons/sq.ft) '�� 12
<br />n ° 2 6-10 Loose Soft P g g (Using a 140lb.hammer 19 of driving ro e.
<br />x� / GW and SW- Cu- DID greater than 4 for G W a 6 for SW; Cc= °( 't°� between l R 3. � j Cla :Sandstone ran Designates other soils tests with a 30ikdrop) (Using 140 1 b. 2120
<br />c" '0 10 x °80 ��fff�� y 11 -20 Semicompact Stiff `;; Jet boring C- Consolidation 'c'' hommer with30
<br />VAN ALLEN ROAD BR/OGE___;1V0: 1SS.O. '
<br />GP and SP- Clean gravel or Bond not meeting requirements for GIN and SW. f`C 12.4 (105rt4 111.4 65 n 41
<br />Sand clay or HF--z�1 III S- Direct shear 30 drop) I" i
<br />t �+�, GM and SM-Atterberg limits below line or P.1. less than 4. y y LriJLimestone t GW6• 12 L/T TLE JOHNS CREEK BRANCH
<br />,.P Clayey sand tuu i�� 21- 35 Compact Very stiff. 1 'hest pit o.. ��._.$` Conformable material Change 5
<br />g above "A line with P. I. greater than 7, z,� �J E — Expansion Elevation •
<br />OH and MH 6C and SC-Atterber limits Approximate material thane 6
<br />r Sand silt or Metomor hic 36- 70 Dense Hard 1 T-Triaxial compression Dote g 10 "
<br />"to/ Y a Fine Medium Coon ••+ �c
<br />A y Fines (silt or cloy) ( S Fine Coarse �Cobbtes�Boulders :lt yy ® p 2l4 Cone penetrometer p Unconformabie material change 2131
<br />/� CL _ _ _ sand sand 1 sand i gravel gravel Silt Sand rock ®� OF �� BORINGS
<br />Sieve sizes o r �� M `4 9 >70 Very dense Very hard 1 . ��� By
<br />�, .�
<br />d;� MLaa Y Silty clay or @ 212 Cone penetrometer "'-�,
<br />°° ro so Classification of earth materials shown on this sheet is based on field ins ection and Clayey SlltIN Date of Date 20 4J
<br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. Igneous rock boringBlow Drawing
<br />� �f fT ar•"'.�' a�+ y y a s per foot Stole �„ _ /O �� -Date Aug.2, /967 Check by ..,, • 9
<br />I I I „• -
<br />4i
<br />I I I I:
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