HomeMy WebLinkAboutFIELD DENSITY TESTPhon' e 954-784-2941..
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& TESTING INC.
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;'V 13th Ave Pompan� Bea�h, FL-33069 -
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Prpject' PrciO.6sed'Single,Fa�nily-HQm6.� D
ch,: FL 34957 'Order M
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Address: 10725.S.- ClceEin- DrW�'Lotl 63,Jerlse'
'92-
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Area'Test6l: --Bulldin�'Pad'
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Client' MekRy- hstructioh, Inc.:::.'.
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Compaction- ..eq..:
Address,- 10967'S.'. Ocear! Drive .......
Method.' D-1 557
ASTM.
6 en b" PrOdt6r
Jens ri� Beach,: FL. 34957
-Dry, Pr6btor - .0p imurn ...
Test Probe. Moist yawe .1-Moistore .','Compaction: - .',Pass:.
TEST- LOCATION - -.Density.
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pih PCF
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I..' NW Cornbrof-Pada- 1.2. FG 8.1'.
J'09-0*.j-A0.0'.� Yes: -
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12' -.FGJ:7-.5- 104.1. 109.0.- 5* 5%. Yes
2:.
- C6rner of Pad
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FG 7.7 .103.9 -109. 0: .0.
Pad -12
3. 'SE Cother of
Yes
..4- SW.Corn'e-r:6f Paid,.' 12'.'- FG .6.3 -:104.3: ...16960.' :05.7%
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RemArks' '-'See Reveese side (Pa§e:2.6f 2).f6r.AddltiQnSl Information fdr�. Disclaimer
Thils'Sr-a Coriiii0a . cti6n Tds . t.onlko m the tdp 1 -of thei:�ad and is not avierifidAtion: of ScAl Berjjjfig Capacit�.
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Legendfor-Elevation: -
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PR Proofroll lj�,3.�Ast,2nd, 3rd-Lift.. :Submitted.h
SL'= Springlind FL ='Final Lift
..Fed I-Ehpilpebrin Tpstlfig,� l6c...
era
SG Subgrade' BG'=. Bel6vV-Grade
7'Base6our I s6 B0P'='-B6ttoM 'of Foblih Florida Reg. No. 59394
BC- g..
z J 4547i
Certificate of-Auftri at, on
R Too. of Pipe FG'= Finished' Grad6
sibmiff6d as the cofifidbrit6l peopertybf cKents, and'authorization for pLthlica statement&
1' utual.'protect16h to clients, the. publib: apd.pu`�selv6s, all -reports are tiroh. of
yp
-&ondluslohs.or extracts� from or regardifig.our re orts is reserved pending.our-w lien approval. Adensity te dd rmines. the de6nie of compaquon ol th&t4_sjed, layer of material
p Ti St. 1:6
— Xe� ... �iructure. The results
66js bqtov�, the pr9po,-ad
does hot replace hinatl6n. These density tests do.not cerfify:the underlying'soil.mat
only;.*A density a. soil bearing capacity deterr
do not prie'c'lude,or' uarahtee tfia't'futurd s eftlernent a6d 6rackind will not'ocd6r.'A soil boring test ls� required to.certify t
ha�t the -u proposed structure
9 . . . . s'il bo . 6 �6e'4u6le' thdi6itabilityof the underlying.'.
without settlement: if no soll'.6oring6 have be" rify't a underlying soi si We recommend that o ngs"be pe orme!
Pnpei�ormeq'tove h
/S formad ory.thit-1vork..
poll to'support the proposed -st�ubfure. After laying dormant for apenod of 90 days of after. heavy rain torms-retesting must be �Oer
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