HomeMy WebLinkAboutFIELD DENSITY TEST 6-11-18Ph
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8 TESTING'INC. - o : (� :WWW.fed-eng.COI11.: .
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field: Density Tests of. pacte. ; o' ethod .D-6938.
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Project:::: Pao osed Sin le Tamil. Home ' June 8,.2018
Address: 2044. Nettles Blvd:; Jensen Beach,. FL 3495 Order #: � 18CMT1573:.
-Address: ... ...
.'Area.Tested:-. ..Building Pad : .:
I: :Perrriit
Material.Type::. Light: Brown Sand with. Traces of Rock & Shell:. : : Tech::: : BI<
Client:. Mel-R -Construction; Inc. ...�
Address: 10967, S.• OOcean. Drive : :: � :.:: Compaction .Req.: 95•%..
Jensen: Beach, FL:34957 Proctor Method::: ' ASTM.•D-1557. =
Test : • ' :.' .. : ' :.' Probe Moist ..'Dry: Proctor.' Optimum
-TEST: LOCATION : Elev. Density: Value. - Moisture'. Compaction :. Pass
# Depth' % . u . .
PCF PCF
' .NO .. : .
1 : Center.of:Buildin Pad::: :.: 12" FL. : 9:1: ..1:03.2: 1.08..E : 8;9 95.0% Yes
: 2 : 'NE.Cornier of Buildin • Pad.: :. : 12"�; FL. 13.4 .:103,8 108:6.'• '' : 8:9..: :.95:6% .. Yes
3 ' SW Corner.of• Buildin 'Pad :12" . FL ..6;9.. 104.8. .108.6. '. 8.9 96.5%. - : Yes.
4 StCorner.of Buildin.. Pad:-` 12': FL I . 8.4. ' 104.1 . 108.6 8 9 95.9% Yes.
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.:Remarks:.-.'See.Reverse Side '(Page•2:of.2) for Additional Infotrnaltion for Disclaimer
This is a Compaction Test ohl � on the -top 12:' of they pad and is not a Verification o Soil ar9ti ;Capaei
Legend for Elevation::
APR.= Proofroll .. 1,2,3 1st 2nd:3rd Lift:.. Subniitted•by:
SL:=Springlirie FL = Final Lift : .: Keith L'eBlanc,. RE"
SG = Subgrade. BG Below.Grade : Federal Enginedrtng:� Testing, Ir�c.'.
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BG=.Basecourse; . BOF = Bottom :of Footing ; • . Florida Reg:: Na 590394'.
"•=Top of Pipe FG.. Finished.Grade ':: ::: Certificate�of Auhorizat'ion"#5471' .`�
utual protection to:clients,. the public and ourselves;.all: reports are submitted s the confidential, property of clients; and authonzation for ublication of statements,
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colic uMons or extracts from:or regarding'our reports is reserved. pending our Written approval A density.testdetermines the:degree.of ccrppaction of the;3e tEo�Iayei4ftiatenal .
only. A"density:does not replace a soil bearirig capacity determination: These density t6s�s:do'not certify the underlying soil materials below, th6 proposed sructure- he.results
do riot preclude or guarantee that future• settlement,'and cracking will not occur. A. soil boring testis requiredto cer ify'that the underlying soils v,tll s�ppwrt(t�ie orofiosed s>ructure
v✓ithoutsettlement. If no soil borings Have been performed to verify the,undedying soils; ui% recommend that soil'borings be performed to evaluate tfie soitability,o1.f the underlying ..
soil to:suppprt: the proposed 'structure. After:laying dornianf for a period of 90 days or after heavy rain/storms, retesting must be porormed'on this work.
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C olrnpacte.d:Soils`Meth�od:.D-693$. Disclaimer:
Pursuant to :your request, . Federal ' Er gineecing `& Testing, . Inc:.' (FET) .has:. performed, a compaction test at: the _ referenced: .
project on: the reverse side. The purpose iof our. test 'w s to determine.'the degree of compaction. of the: tested layer" of:
Ma terial only. In.no.way,shall.a.compaction test,replace:.a soil bearing capacity. deter mini tion..A•soil borindlest must be
performed by the client' prior to "construction to.verify.'subsoil conditions. Our -scope :of servicesonly: included testing.the top
12" of added fill material. FET was -not contracted to perform superviision.of the'building pad: preparation:. This: testing of the•
added.-fillmaterial-does n'-include,ananalysis of"the underlying' soil materials-to•determineif they are capable'of supporting
the proposed structure virithout settlement.•:- .This density-compa. n test does not:warranty-any'underly,,ing soil. materials or
;conditions below tfie.testedtop.12 inches of:material. If no�soil•borings have been performed in the•location of the proposed
structure; we recommend: performing soil borings below all: foundation: areas of. the proposed structure; to verify:the und&lying:: :
:soil conditions., .: a. .
Environmental' analysis of the.' soil,mate.rials is'not :part: of -the :scope of services. If -environmental :analysis 'the soils:is:
required; we can proyide a.proposal for performing an environmental analysis of the soil materials. "The scope.of serviaes.is
for determination of the degree of.compacti�on:of the tested layer of material only. -No other analysis, is implied oe warranted.' •
-Job-project specifications were not: availab a at the: time, _•the :work was', performed.. Determination. of thep.ass/fail , compaction.
results: are .based .on current common industry :requirements of.95%' of the ASTM. D=1557'standard for building'foundations.
and: 98% of the: AASHTO T=180 standard*... . rpave.. ,areas such as roadways and parking lots. If different. specifications are .
required -federal Engineering & Testing, Inc: shall be'notifed .
Outfindings are'relative to the date and areas of our.site.work and should not be-reli. upon" to. represent:conditions :ori other
areas- or dates. Any subsequent site. disturbad6es:dlue to .water erosion; .rain waters; construction activities, utility or. footing
excavations- overgrown vegetation; traffic•and• other disturbances. will. void`Ahis; test -and the site'must be re -compacted 'and. re-
tested prior to construction: • .
As a:mutual protection to.clients, the publi and-ourselves,'all reports are submitted as the:confdential property of.our ciient
and : authorization .for use',; -publicatior} of.' statements,' condusions::or: extracts. from., or" regarding : our . reports . is : reserved
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pending: our:written approval.: :. .
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If has been,a: leasure:workin with: ou and.we look`forward to doing so in the:near future:.
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