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Compaction Tests (2)
SSo I L 7-E9r RECEI'.' D APR p r ? a : ",k r s x dIII �,.. £ a �. KEiLLI" S �iL [,/(}7 jf, t El E-iEFipp�� 1.� y qt lLfyay�y�Wr nyyEjtt�CI�pPygEE� tQi}ygtae] AP�fi yy fy �v¢fyg"� ,pytlpy ,} ,£ p+h' OviC55'4117 Y� � ti7 / �1. 7 'a ai,B,o �k I SE AS.TIAN•, 1 dYv'� a��£}. R'A?�-�' 473.�[7. #€f9lY E%} V 7:4` 3. r h PAL1V1 i�N 561 945 ?•4 t t AX(56184 #i878I. ut�€kssrsenntp nett1t�C)tR�t {3I £84E$ 4 C.A a 9 Phai( KS 14 K 3t Eh'Qit4iE1 Rlr+t6 i ik 1 LiI�.IE t # 29 9t393 ab.� g .0 : 1•? k 8 y Fix z��s ,mad ) a ;S4 g ti �. a ..� ss��,} _ ''�7'' ref ,i �;- �' - ..`zxa[s - a 1" 4.399 ,t?C ro7 March G 1,.GlJ� - a a '- �` '� , r e ,� }x c° y ,� tS Ir e "� v.o/y ..: (� ab y�� el-: st v. r 2 k iln Vasrle�Utper $r �,6 L i .�£d -L of � J �: t .,.E 14aiW f erheiy Avenuo >� 1. �" i Pork St t_ucte, Ftr49t36 a , �e � 153X Sky,K!n1 g.Drive N' �s � v t Pol`t St'Lttcie;Fi©r+idas r ; c , wa r 1 .; t- ,'I ' K Dear Mrurperr ," £ As\requ1.esfetl, KSM Engineering &T`esting has�-111perrorrneci a subsuri� ce muesttgatron at` ll- the-eferencetl site Piesent- ron ofI, d�zta`gaft ett dunngnfhe tnv`estrgatdn,ttigetherM with�our gec�teGMicat4retatetl pprnrans, are^,rncludetl rn tk rs repart m g : '' F.11 �t � ➢ ,P, v a `S, y ' r a da e` »,x a Ksv L f A Site Descrrptipn 3 � , a 'z C i. s ah 4 £ t ` ?`i' y .g k r t U a �' F At tide trine of drrltrng,the srfea�nth light suaca vegetation -` ` � -, ' t ! e a� D0 rw, O, 1 - � Jt O 41 f a ;a1 r , s A s rrgte fan�rly resrdeitrre and future arrprane hangar is rplanneo to be GonstruG€eci on } F , the site Loatls4 rom rthe structures will be trantferretl' fo the'grourid , conventrona,-g shallow fgtitings We a strmat)&thlb�A%kIM` Utn loads,welt be less than 2, 664pc ands per ' " % ; linear foot5atong the wall foundatlor and toss than 40 Crps for every lntlrjit tual oci umn toads,+ t T3 r� �� a�P` -s {,F We estimate that several feet df srto Fitt will k�e required tp reach the�#esrred gradesx 1' F z �r ". (- '� ` s.Th 1 t `ky1 •7 s > a 5 �i, s ,� �,!_,,� Y C a" �,- ,�. 32 .{z a.`� s 1 s:. 4 f, 'thy .' _ 4 C L 6 Y'a, A' i Ii $ € r y,+G x � d r � s �t m 1. ' { r r �` < '.sg h x `P, , s �s � �� `v a r P ,x �� > u 3 s €a m a b u ,i ,'Q T w 7 F ,t— p,. V. QA, rq ,L y f s a ; c v € & * ,pM�^f �.. +. `*��p "'F f it v3,, `� ££ 5E A - '"i.,R '� tlt� IL I a r ,9 b S # f s e a { e � a x , a &- e r G rtt: M y r��° I T ,i,�,.,�,,",_,,,�,�, -., -I - -;r� - , 11 , y I Ronald G Keller,PE,ae''29S l sl Lic W4� g8 ' I July E Keir r#?E 6 6 a ! #z ' > ^?—*^.w^•,„e wed " >*�" "� ems` .R b r :< "day k - i k haC s II C t � kj'.x ' y( zR YR` � y ar'`,3z ,��, a �, �, �'sa x Lt 4'7 <. El.!_ER, SUM€" ,' (acWILLIAIi # E�IGI ."g AN vf` 'S, , tN CIA TiN 7 y ( 7.755 P C?� { t 377,S ASTIAN,`FL, " "I —I- a si; `nMN �7'2)��9- �y� Al' 1 Nfa ++�( 61},8 x 74Q i3t'fiJ# Nir{ 2 i� Q`8+f '� FAX{56 t}8 ' 8 76' ra ksrrs-I one ix net i~= iaEl itSPA KSI ET�iCi ERit�Q,tli f -11 UCi '�fT }229-9t5' {' 1 A 6?' c r' _ ' ;� Y r ,, J e 7 FAX( 72j SB9 S� z ,.,.15370 Sky King Drive YS March 2'I;'2C?17 �` ,� _ Porn St Lucie, Flc�rrda� _ } �" 1 e a r -r: : a ? ' C The scope yof Doti study consistec!tf the foci®wireg ' 3 4 f x '! ex a P ' 1, Performed Standard Psne#ration Test Bo€rags i,A% proposed car ,'t^, - " "areas � to estirnat the subsoil relativi?�dertsl#y } � s - Y2 Measured tha groundwater level at�each boring _ " y 3 Evaluated the existing satl ebndhir ,",a with resp c# to,fhe prgpase- ycanst rcti in- a ;' and`pravitled recommentlatioprs far site preparation and ftsurtda#lan drrsrgrtf° Y ' g r 4 Preparetl tits report to document ciur fintlings� .3 x t "f `£ i 1.... p id s„ k 4 : 9 - ., D 1lfL �11Vest�i tl4tl .�� J E � " 4, q �� G Th11-, investigation program�onsrstetl ,of perfotming four O S#andartl. Penetratran ' Test aari , 'T�, in the proposed Wens#ru tron a eas, The"APT b, , irig tere� #errrinated a depths of 10 to 14 fee# below£grade' ,The locations of the borings are;.`` indicated on the atta'd od baring logs ,s as `� x �' zrra r haE '�'a'v # J s a" a # n The SPT t oirings were camplefetl rn a,qqr g" e nrith"pr�ceduri;s�d SCJl�ibed, in A TI i D4 ;E 158 A`s#antlarcl 1 inch i C3 , 2 inehtt3 C3h split:spoan°sample€is driven into the sail by` s '. successive biawsJ of a 140 pou>�d hammer freely falllrtg 3a rnchee The nu per{of r i bloc is required ;ta' drive the'.sampler� 'foot,"af#er sea#rng,,� ii is �i�sigria etl�fhe, e� � � f Penetratronz Rests#ante, or N value At regular�intervals the sampler i8 extracted frarm , the-ground and ;opened to allow visual examination and classifica#ion af:the retained flF: soil sample Also, the Braun wa#er table was allowed 6 stabile �sii�d tine depth of the ' ,u" Bra indwat&.ele�tatian recorded Pram a rsting g atle,} J �� r , ..S£ ,Y 4 °The records of th,sa_ails ennteretl, the penetrstear+asis#anceaandrgr+aunxtrater d $F +� y�(L, r �y�yrj yid _ yy{+� (s _ r y+�y `n of '�,.g g D 9 level ere�7h YVl1 11 C{r4s.���I J S+7� a S �,. °"s� 4 ,x$�T" y, '";. *.. .kyr�.� reW L R e �'is �: >r' ' a �Y xl s�'� ''ra y s ; s t z 1a t �r r�axa r a s v - 5 .„ S 1 E '.lTx d z-3 "ay l , C 43_ % �'6i'� 'i+ � ate,. a' ` 5xi, ".$ F-h� - ''' 'M gW J' � s i e a a� a �e .�� �a ,u Q s z ,, ti 1,w._ e-, _ a s c a"': A c� ,, ' "" °a a>.',a - ar "'�4�zm ohss` : t ,x F _ d r .�� a 3 r ' r x h , ; ' a 4rrq R a � a! t t`s" t` - 6' ,a 3, 5 b a J s �. I k ,�s P r.sJ,W.Ts Fcm 3 x s, t m * » �. F .-S Y' ,, L �' N y E J r ^�fj ; ", . a a a ey. _r x a �, d J r�.,�. Ir,��a e x a r - Y ;,e c r-a .� +SR'' �" € x� .e ^�.y 4 a a 's: e R �. # s' fo § 1 .�„�'�N aI `x„� - a'- rz. ,a i mot' a, "'" Pd ' fia,» 'a u, J °u J e ";, 2 t i t i eii8r,P E# 72i S!Si i Bk iX !} Jtti� is eii�r X $ W,+y " g sa r >'r�y ✓,f ,��s� �„d ,�` n t'. o-,rya ,+ �" `� f ;s 's 3>° � F"aCs,f'y f 1' �r s aX-« ' c,,,sal^.,w�,,�r�.�....._.__.�...._.',-"w . ,.........n......._. ...F. KELPR, SGFILEICI-tRcStVlt_LtJNCz1IRiN 1N1 '€'ESTt ,.J1 ... . �nAnri>w(7,ad.s37-ems t?t3 8£ T1 3It S OI��tAt�t, FL g78 t � ssaAs�€�� :�����s.071 . roc {ss say s FAX{i6 S7fias� �ti ._ itdtL €Il1Ftl � BB=$� it cd i ST�U It, m :A 5693 rAx'{i?2)a8 -64fr 15370 Sky King Drive 3 tarChs21, fl17 r j Part St iucie, lorld E -Engir eerarag Evatr�at 161 :and Cor¢cfusioi s�-" N _ Based:on the iriforma#ion obt�rtned' friin:this site invitiga#lien, site are'phased,tc sffec t the followingevaluatl�n _ The boring togs indicate the subsurface.soi{s consist mostly of fine grained"sdnd and fine=grained'clayed sand ;,' f„ etues recorded tlurinj # ib^�.boring'.r�perati6h indicate..the soil density is generally medium ilensi to'dense except frir:the topiit t='la +e refer to:the soil bi ring logs for'-spebific inforrnhbon rely#ive'ti`the.soll^d scriptii t n ! Based on the existing snit canditions, the proposed structures cad be s �ppbrted=on`a shallow founds#ion system;prcvided#hat the site cs properly prepared The following sections provide reco; da#ions fear the site reparetiori ai d design :f= s -4 F. Typiipi � °P�i*epttattca K tt, The proposed bUlldmg area and areas#o be paved, plus a rnintrnut frnargin of teffd'et beyond the proposed.cons#ruction snail.,;be stepped.'and grubbed of surfa% ��#�bns, � Inc luding vege# #ion, roots ac► d organic matter A,.Stumpi5 shall b�removed`entirety Tli building area should tie graded level and proofrolled Any"soft yfieidirig areas shall tie excavated and replaced wi#h clean crampacted:fill S.ifficien# passes should k+v made during campacfion .operations to proi9uce a tlens ity no Ee'ss than 95=percent of i#s modified dry Proctor value (ATM D 15b7,)to a depth of tvvo feet After the exposed surface has been tbofroliedi the; ullding and pavement areas mey be{filled to the desired grades The fill material shah consist of:clean;.granutar sand F l cortainirtg less :than .10% material passing the U S Standard to Z(},fl meft sieve Plate StrtlC#Ur i„fill In IO�DSe'l yir'r5;,t7f itlChe ;lri #hiCCn 3S-aid }inpi CG CaCI�Jiftt0 i t leas 95 percent of its',modified dry Proctor value ' F� After excavating.°far the foofirgs, the distu"rbedootmg ubgrade should be recorYipac#ed to 95°percent.{nninimumj of^its,,motlifiett:-,dry F'roctor,,value.y This can beWbest abhieved by naking several passes with a vela#ivety light weigh# walk behind vittratorsted car 4 g y b ✓ d 14' i 3 E .g, i� t i"iOJ'tB�Ci+ ,t> ii$r P $f'r P .Wi y '� � a 4 ..s` ��' v :� � s. �ng�r» Pry'-r�,3� r n 5s ys i , �xn rer s v:,, x ,. > £r :� x - y ,�, a; i _ fir Y '� r r- �- y t L L VVI! Ll # 1 #wR1lVta # � T "' 1 �� �4 I. I I.- r 7 p r 3 3 7 AST# # � I g784 � rr� } s:&,t us }s ;fiuv cz irn ' .'u r teotnt - - - �F ,r- 15370 Sky Krng,Cdrrve -s1 March1 (117 d l�t3rt, t Lugie, #°lon a f_ � I F �' - ,'d € f 9& - d "b ys •, �E /+ ,8 d �P�urrditrbr� x r k i _ y #' - Provided that ri r recommer datrons for site pry aratcdn ark follo e"# fha r pc d ,�, M struptures may:=be supported on conventions# c ,cret s#ab�,"steal refn#'orced 'I'V, Ings designed fior an albwable soil bearing pressure of# ,FOCI founds pier square feat, or less' ; x f t,� .,� g k4 t - ��: - _ r{ t 4 S S I *W #P e �f tJUtth3 the fuunda$ien pooped '^, dde idhdd aritl,th-6"6rte prgperly-spree red, w6 anticipate= , tots! settlemt=ntsless than 3/4 of an rnchrand drfferentil settlements of less than : of an thch The ma�orXty of the settlement s#�ou# occur during co nstrue io t l x x ` � R"� , y _ �� y �, . ''' r *�, �' y.n �, e _ � e R ,._z a : _ o -v , A can�rentvna#slab on°grade can be used to the'`at grade" portion t�f ttte builcng /e , 1 reccu�rtmertd the disturbed subgrade below the flaor slab be re compacted tc� 05- ercen# F R of the modied Proctor maximum dry density {ASTM l 1557 'pr�ar to placm�rrt of the concrete An `e trrnated mode us of sub rade roactio vtl1Otl4 c�unds er c Sw "� x g p P ubx t 10t (per}can be uset for des►gn t he stab on grade 3 r1Ne'e n mentl tl t corltro <ra his be" incorporatedn the s#ab at freuen intervals to control sh �nl crooks enCl expansrc�n r £ / ,, �{ -'yj r ¢��/y Vl�' A ply £(�{ �y- [,y p �y,�y �y (p� ry 4�y3 .`°*dp��rp� . �ry7�t }{.�+�y �y /�w�' 2 �S t vd'"yak �E t 1 3 I {'{a#� r.tul� (�GCS4t'GT,r �t.1S'� r, Y"R' MCiL—rGt�111e41r t7,Al � rC.'�Yti21 itV#4tVif r5—i 14)� i+Tlt� n2. R I e` frcr�i�the underlying soll.resultfrzO 4n dampness t�f the slab ,"j 1 �... f r E l 9 y _« v f _r a£ n 3 a n' € ma �R 3 R # €orb s al a* a I 2 y 9 z 'g R g s a�. a tr R1 '� x �, a R> �� l 2, &I S z `I w� ,v e �, rd ° 1« �,a s„'✓! 'ra'rt "f fs "� .£ h'9 a tI ti 9 R _' Y�.0 s s a+ - ra ems. v Y UF 3 � 'r U s .• r ,, _" 1 € 2 x rla�i `4' i_"? � , "i ,a s'`g +y y,..E z s��W y a S .� .� +s ✓ .oa s -' s #fi" aw .-'gyp .r v a t& t a - f £` yL s M"r F + *# 5 t€ R x� .t a ,;r �°�F#"#'''4z &4- ^s } R Vriys 2 - a "a+ '��,, +n s ", zpi"�',_ °� ✓ A, R ` E1 m a- .psi r 3 '' �,r �. Ii £ n c R� . y,u c i r �. " jI�tg `3 i '� , j z rr 3. s - //h^�. �(,.�}�,{j[)��.�.��^. �y / "y y{y ,w 3 .E/ems- f '�gg.3y };°' p p7 { a'' r 4' Os snI ��` f'S'�+.4x6k.1 '4A YTISG'711- ;E s"'F.1�teSR��4f'� 5! %1 ?'3i#�¥ �7$�.1}F`M. FYfd���y '#,/�, -F-4''R'.-+yd"• .y- S3E e.,,. w_..aa...te w.».r.v.:w..,�:.x:. «w.......„..:...w,..,,,.,...,..._ ...,...-..a."..,,__e,.e.,F.sb.......-.-e.m.+..k..ed ...... 3..�-...r...."r�slx ,.m.�_ ....e_ .,....ew..."�z.n.,..,..,..a...........e"_ yz•zvztmlal:.•"s n v... .K".'��,,..`-..->..--..w ...r.—_ 1;1 GO z :,�3. ny, AN s r r yae `a , a tK p I �t _ i ' arm *-1 + n e . f F , IM,1�1ra fla� � � ,1. , € S wuwf�svin �nz�rn nsifi MOW 1 ON, g of 020, evt+ r x v Mrr�.lF �i71w f •#,may-S ".:': Y ", 'r � � k '�` ."p �k S F 4r 5��+G.�wdLb.{i01", t DAM is M " A :370 Sky 3�ing, nV,e march 21, 017 Part 1, !ud FiarrdeMg � , x 1"0r t r 1 �'kf yppy y(p. smagan h > E } ,[ .l S �I!{/�AA)Gr N Z� �a ,r Y arY k ! ;T J �. I tog p > z ' : a ,; r a � , t a ` ' This re ort has been � 1 W p prepared yin accorttance ,.Wd 1generally accepted soil ands foundation englheer11 practices Eaased .......ors the r it#a o g e �ngs,end the assumedWXT 'loading consl�#cans Flo warran yesAvww� , e�ti er ex r;sse o i p l d;at i det �k w or made T�iis report does wnot reflect any �areation ' �rhth may r�ccur betvueen the F borings f �anat�ons�.appeaY evident dddh the courJA,se of construction; f uv©u!d berg gong ge:� necessary to re�eualuaMIJ,te the ecommendations of thfsrole 4 Ma Xt a a _ ,,t'ii x MS Enig�u�ronmentai ,cc>nd�t�ons, `we#land d�lmeataon, alter queltt 11,11 , .,` a l r ,n1cipai regwrements are not a part,,,vf this report T° _� x We`.are pleased to b� of assistance:to you on this phase of youf prciject �ll{hewe may bege�atp �erv�ce#o you crr should you have any�ques#ions,,please feei free tea cal! I 4 p± -_ e� x °M 9 * j r $""rr_,1979tN r a, "",, �,-'i4� �r.' 3hzyr a� .dr a��u''rE" � , sue` >:. 5 o, x- a t o _ s' i E x r' a s K .. ' _ ��g F �k 11 # _ �^r: ? 3 Iwrrianll00e,77, # ► lrf� yalit3ct , � 4 e - a t �,�„ s",, ° E on x x '° —," 1 E r .-.�# r ti `' �1,,,,ak '� t s / _ I" T z z t s "• i ,+ i^ fi e �' -x f r�F - z r � r �r€ .� sE I 1 >£ 7 g any '' r v j s� ,gs r :, +. ', ki r @ h �,N m .11__AA r , - C t ��� ,��, a x � � arc # €11 I a� � "j.iATM,s a o f"^''£'���������>:ti�� �'� � � ¢ �t a k r� t '��� 'a�,��a � s 511 s a ra:n sw; !`*¢z r r n HI'll+py4 11,41 I, 11 1 f ## a `" rs', � � Pr " .�`lell�'�.u,a." '" 'a"^„iPi s =•.+i`, TWO r '"' r ¢4 y is r. sr"ins r, A , r i z�� r v F rAlmn € s 4�/����1 , E ,4 lz� 4 3kv, - �� 6 k06 c �g �i -. a a�`u�f'a ray s,u Nis -.''.� _; _ '� il- IIIIII-I-1,,-,IM 0v,yw��O.,.-�I,A�,v,..'.,,l.,,,.I�l,"m,,',�,',�N;"�.y'1,.1�',A1, z �' �' rtr�. a ., g „� * sates•"cl sz f �'� r - sue T s s s �` c �'v1 P r d ��s 2 - h9 M r ry x k d t >k✓�/ zys� rF 411 w���� f''rr �1— , ��� s a a�. k jw' 4y� ,..+ k $g�.a+- ``{{'$y Ayes p' ¢ s (a t' �a^i "�,�z x a "� ..�. .r% ya�T3 _ R { Y v' S I Am �(., �i<l £—POW5 5 E LT-"6S�P k �d'� : t' �i�21, ' T 3 s�,r"yi3'Al�g�' �v ,', , wa r r h a �� _.,..,,....w,.a,.,..,".._,.-.-w,..._� �_.......am....,.,,**.a ...1.,...,?.:............._..._..._.., u�:�'F ,>;...t'._..»., .•:..ww`:...,w.... " ..,._....,......,..__._.. 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