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1st
attt Builders
N. 71tsti Otreet
IOW Vlorida
REPORT OF TESTS
THE H. C. NUTTING CO
TESTING ENGINEERS AND CHEMISTS
4120 Airport Road
CINCINNATI 28, OHIO
Reit toU 14oad ea2Iii est;
PropoSed Reside 0
101 If* 4* 9 treat
(lentlemerii
Ifnetimed herewith is this eharti co YesIng the Loa* nearing Test rude ort
the' abOve prolect0
Following is a description of the method and equipment used in
eorelueting this testi
airettlao bearing plate of 1 tict ft' area vas used* A truislii touted
sand 'yeti used as a jauhin4 biok. A hydraulle Jae% of 10
Lind oa•agity vas then dOuntied bOtwOetI th$ Waring plate 444 th.$
guojt#
MIA/41
13141a 057Na
4 -4
sr.
the start of the loading period 210 1).$4* was applied to seat the
hea*ini plate This toad vas released &trd 'eadti 4 vas taken as sore*
ds.vere applied in itterements. of 00 PAW** at which time readings.
wore taken immediately and readings yore' taken two minutes tato and
if no settleont was noted) anotheo inerenont vas applied" 14 licvevet
Sitttlement vas noted/ the ectuare„ of time la minutes/ matelt four minutes
vas takers too s seeond readingc The tutttare of throe rtine minutes
lot a third reading) and the 1Ma of Otte OP sixteen minutes eteA)
until no furtho* settlement was ttoted)„ This procedure vas earned out
• $4,44oh ot the inereaent Itoads*--,
rn interpreting the ishart) it vill be noted that the liO3$ on i slope
indicate the iLIed1at4 Settlataeilft tt.$ sash inerement Vas applied) vhoreas
the 40sticat lines indicate the Settlement, or defortestion that ooh
pleee dusit4 the time interval whicti e4qh 41:64t4titki /044 %ma til4ititained*.'
9110 inches of deformation is considered by-Setae anOixisat$ tii 00614.0i:
110 1.*”.■34ted b atoll dashes shows the permanent deformation Qv
ivaaavart of the load vas released in inerements) and foti those ourveS
the elastic deforaation mar alsobe doterminedk
alopootttitti otAbalittedit:
if C`r met )comPito
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NO. 340 -10 OI[T;G[N GRAPH PAPER
10X10 PEN INCH
EUGENE DIE1;G£N CO.
■•DR U. •. A.
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ie L. Denea,' P1
Rud'i Land Surveyor #1
State of Florida
TES(
i s $leVatt,ona shown thus t
leyattona, refer to US
FORE
ALAN N. 1;01SBROWSXY
1260 VS 97tl Street
Plant 8horee, Yla.
Phones 758-21 t6
y_ SURVOY
DENE3 + I3k lES & A3SOC., :I,NQ
Surveyor6- Eugineers4
2 7 8 Aragon Avenue
Coral Gable', Fla. , : 3313 +`
Phone t 305 -� 4.3391
f Thy Ba sB S feet. of Lob 15 arld the Weet 62,5 feet of Lot 14, Blook 4,
EARLTON SHORES, `acoordir to the Plat thereof, reoorded
in Plat Book 43 at Page 80, of the Publio Reoorde of
Dade C Flo
144 HEREBY CERTIYYt Tat thie PLAT, QF SURY4Y id true
and oorreot,' to the' beat Of our knowledge and belief,
as surveyed and platted uridet` our direction, and that
there are no engroachenente, o er than shown. i
DEWS ' ,DANES
/26O me. 97W' .$r
, 1i4d 4 f'#age ' Via.
?7,A/ FCC. 4 6.rr8
Mate
if
.Wb No: 7
it It/ 7/ ` ? ° e
BY' / - fi r
Dan No +i HENRY , CANALIZO
R EGISTEROP SURVEYOR 1400 703
STAT .QM FLORIDA
Y
I 7 Q l • i'..i) ,f,:0 / .1,` - 7' i i
' ; - ' ' r l� t S=ob i o 3 1ock I of. "g�► TON sH o *r acco
r. n
tl!the F1.a, t Qreor a�:# Recgry ec in ?dad ,60ok 43
A t tertoa o t)o, ; tbi td Re rdG n t IMO County •
WE HERESY CERTIFY; That A* aMaaed "PLAN 0 SURVEY" of tho above described Pnopertlti/ tru.r •nd
correct tQ th, befit of out 4nuwf y ar b � f ' )went( sur.eye4 end piatfad under Our d;rectiot. t
r 'A)b bbre4
AT ft srnu* u•-
AAP sr
REMARAS
tWila
vows
460 VAg,
6A' �}
,t irj
a EIc3 PIN16K7" $CHRUU4
30ACit Ft044 8187 C iEtLlNG T `3Toot8 i REMAFiKB
; �M ' Vo` woo o f W tL .PRA' kat MAR)
REVISIONS t
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