HomeMy WebLinkAboutFIELD DENSITY TEST 3-9-18: Palm Bay; FL: 32907 :•
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TEST LOCATION • , '..
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Probe
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Elev.
Moist
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Density.
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Value,
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Compaction
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Center of Buildin. Pad:: ::.
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:1:2":
FL
: -6.9 .:.106.8':
107'0-
T.10.1 : •
99.8% - ::
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SW' COrner.of'Buildin Pad : ::.
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12"
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1:06.3
107:0 ::
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NE Comer of Buildin Pad'
:12"
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6.8
106,.9
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Remarks:.'. See Reverse Side (Page 2 of 2).f6r Additional Information for Disciaimer
This is a Compaction'Test only'on th�e'top.12" of the pad and is not ayerification.of'Soit'B6at. g Capaci
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' Legend for:Elevatio.m
PR =:Proofroll.: 1;2:3 :1st,-2ndArd Lift Submitted
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SL:=. Spcingline FL =.Final Lift -- ::: : :: :. Keith LeBlaric, P.E.: .' „ /Z'
SG = Subgrade 'SG =Below Grade. : : :. Federal Engineering:&Testing; Inc:
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BC =-Basecourse BOF.= Bottom -of Footing: Florida.Reg: Nfi.-59394-
70P =Top of Pipe FG =Finished Grade - Cr:rlificate of.Adthi rization #547T=
As a, mutual:proteotion'to clients, the Public and.ourselves,'all eeports.are submitted as the confidential property. of c9ients,•and authorization for publication of statements,: :.
conclusions of extracts:from or regarding our reports is reserved pending our written approval. A density test deteimiriesAhe degree,of'compadfion ofthe tasted layei. of material
only. A density does.not"replace a soil. bearing-capacitydetermination. These density tests do not -certify the'undedy�ng" soil aterials below tfie, pr6p5sed structure. The results,
do not preclude or guarantee.thaf future settlement and 'cracking will not occur: A soil bodng-test is required to certify that them'ur�deriyin.q,solls,wili'support the:proposed structure -
Without settlement: lino soil borings have been performed:to verifythe underlying soils, we recommend that soil borings be. perforrned.46 `Cvaluate the sultability'of;the underlying
soil tb support the proposedVructure: After laying dormantfor a. period of 90'days or after:heavy rain/storms; retesting must be. performed on this work: • .
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