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<br />CONCRETE STRUCTURES 1964
<br />Ix
<br />ITA
<br />To
<br />L4 JYEA� S H 19 I� IT%
<br />INDEX
<br />NV
<br />tAj
<br />-A
<br />964
<br />ON
<br />North
<br />44
<br />F�:
<br />W
<br />"k
<br />t 9 ff R r Y ROA D OLLIER P OA' 0
<br />e& COLLIER ROA D
<br />4 #P 400��_ .4.) *W�_ 48W%�__ 0 saw—
<br />x
<br />4 1
<br />PLAN Nor6 NO rE NOrE
<br />PLAN P
<br />#rldge d1e0f at 4, 8,,,W 8ridge de'Or at t- LAN au. 8ridge Vock 0hp,
<br />1000 415sum.)
<br />El ICO.0 (05SU/77) 97 /00 0 (assum)
<br />'Clev /00 90 41,96-5.
<br />a6v 10K 103-30 1/.565.
<br />appeox grwridline of
<br />approx growidline at approx groundlItia at
<br />8-2
<br />8-1
<br />AZ_ - 46
<br />100 3 d i0o V. 99. a e/. 99.8
<br />464 1919, 14
<br />fly compact brown fine fo
<br />311ghtly compact 5rown flne qMly compactbrowl?
<br />40
<br />arse gravelly slLry 3,ivo.
<br />coar5e gravelly SAPO or, gravelly SAND. iP711. floe to coar3a grovelll
<br />51/glIfly compact brown fire to Co
<br />0711. 31L r Y SAND - 31t*qMly compact brown verl fioa
<br />CLA YE Y SAND. Fill
<br />95
<br />to coarse .511- r Y SAND ik -311gWy to cw�racf
<br />Oro ve Ily
<br />4 An 6 to
<br />IS60 W(� vely
<br />0ense /Ight gray Very fl(7e to f/ne 14* 11 4, brown very filwfomeal�u,,,n
<br />f117e SILry SAIND.
<br />Dense brown ver),11,111'',177a to Ine Tr
<br />51LrY 311NO with mvflered
<br />CIA YE Y S.4NO witA several Sfiff brown SICY CLAY
<br />SAND with scattered gravel
<br />Ans gravil
<br />qf a ve I layers. Slightly cotripact to dense
<br />QyJ3L TLJ 1. 9
<br />3 tiff brV W17 CL A Y5Y SIL r an d fine br�own 34ND Y 31L r and
<br />-26-62 V -
<br />4 4,
<br />If:* Den5a gray and orange i,e
<br />'Eta vory fil7a to. me-Wum SIUY
<br />4 -41-1 CL-A)T-Y -SAND-,
<br />4 Ifvns to very coarse SAND wiM a few raval Very dais* brown Very finO to Medl41M
<br />0ense lum
<br />y CLAYEY SAND hrowl? very flne to oled layer$.' Very (id`175a 1)(10WO Very f1176
<br />dy a
<br />Witil 5491149-ral gravelloye, gravelly SlLrY 31IND w/M c oy yers,
<br />31Lry SANO,
<br />0ease &oi�n very ///7e to
<br />4-30-62
<br />to medium SIL r?, SAND
<br />course gravelly 31Lry
<br />Hard gray ol7d brown gravolly
<br />44 34NO witb (7 fe* clayey -
<br />.4' r751
<br />4-27-62
<br />and cemented layerly.
<br />4-30-62
<br />Ceas light gray-;r6e17 -y'
<br />to iredium CLA YE Y SA A Oenve brown andgroy 514.7"with
<br />80 �qrqyel belcw� $1. -76, 560 80
<br />4
<br />41. J,e 42
<br />Hard gray CLA Y6 Y slL r and 31L r Y
<br />StIff brown CL A Y 6 Y 3/1- r
<br />CLA Y.
<br />U.. /�*W silt layers.
<br />711 75
<br />001� t4q 4k
<br />42
<br />Hard li'ht brown sary CLAY
<br />70 _7_
<br />70
<br />i
<br />Q:,'Conse &vwn and red brow, Very don5e browr, SANDY 31Lr wlti�
<br />N
<br />very fine to madluin sll-r a few Clayey '111f layers.
<br />65 49s-
<br />"4�
<br />3 -Wlti4, few P
<br />60 60
<br />PRO P/ 1. E6
<br />MICROFILMED 4 - 21- 62
<br />-62
<br />q '090 A^ Oft
<br />JUL 5 1978
<br />couNry BR?D(It: /Z couNry BRIDGE No /5,0 0
<br />01OUNry BRIDGE No 156 4
<br />5-19-62 HRr .4
<br />Ra vise d
<br />t 11 401 �101 1 11' 11 11�1411AIAW I "i I'd lkl 11IM"jull11LAA 10�
<br />L9 0 OF BOR
<br />Q__ 07 -0 0 R AT 10
<br />SIZFE �LASSIFICATION MATERIAL. SY LS (.'ONSIVIENCY M 0 0 R E and T A 13 ER'
<br />j__ M Pion of any boring
<br />iCLA8SIFICATION ROTARY BORING PENETRATION TEST
<br />010w4re twosiolAs Molls ofpoifillso iffstnW*
<br />svanda�.j Nri4trotion Usti t
<br />Vvol *#ot or to fn
<br />Vusifit4tios, is k44#40A tho WoRlwalth Wianic motto
<br />M. t4,tWW4.,j 6 A P P ROV E D
<br />8-w Ab
<br />Ucco#
<br />A& A00 4010 0W. AN&
<br />$We stoWe field 041sitictitlia 0 the LICE
<br />No, of blow* WOULar Cohesive 2.6* Cointit penetrometer CIO, 40r 4/10
<br />AV4,V644 teat* istkt (4114(altiq tlevo frill mattrial Moi$A" -z,!'
<br />Sand
<br />% C4 Weirl too$* ',,'very �Soff AN JOAQUIN
<br />otory boring elate Ineasa-stf
<br />1-4 4 sti I i C A ir to* Q0 tai h 0 t 10 C. at #be W n a lk t Ii S 01/1 Welght MAU Wdly - /Va co(ot ror co 00UNry or s
<br />shoto use
<br />60 sAtit is base;# 40 VO4 i4spitttlon CA I lull silt
<br />010*S Per foot,,
<br />shoV14 not be toast-tiM to imply M*C%- loose SO t 400!;Ih 014aq.) f I
<br />14V 1 14P Al.,PT nV,, (444ng o 140 lb
<br />Aqqer boring c4asONW141 fe WjW V1 A
<br />Wtai "04sis %idiots s* stolit
<br />-T -RD.
<br />comput stiff �Ov W014. 4ivilg raf a
<br />clay Saridstone 11-20 sMiAlly,
<br />go .0 L 18ER
<br />111M Aluo ffl*asyred f0p)
<br />Lo stirnp,fe boring' 40"e
<br />ondy cla
<br />S I or
<br />so Limestone -21-Ss com0aal very stiff -coal"Irmoble 'Aaffl,401 ctlonj#
<br />fey clayey land E-H R49.- 50. FK 60 YO TE OR E,e
<br />In 60L L /4,
<br />J0 b0firl triox/a/ cof"Pt ess!'>7 Arst _07
<br />0 494101- Uns# hard mal4prioleAcrgo
<br />stindy silt Of
<br />A
<br />JAO
<br />silty Sand $(rfn;1h t#/
<br />I L matomorphic,
<br />10 -q, fl;
<br />0 2 j __47-0,
<br />I d'sn so very hard oiamoild core bo
<br />M70 $ANr (field) afa,firrial olanj;# fillows per fo 0 t L tAj'qhG OF TEST BORINGS
<br />Silty of* or
<br />k
<br />_01171 ,
<br />lw� 4V 0 414yel silt IgAeous roo."
<br />T43f pit Scale
<br />4410 of &0fir"? 00,�MOY 9,1962 F1
<br />vort.
<br />left
<br />A
<br />STATE NO. 29C-246
<br />14:
<br />N1,
<br />t4,00 �HHT NO,
<br />FILE NAIM
<br />010
<br />4
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