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Home My WebLink AboutField Density Test Compacted Soils.'Phone: 954-784-2941 e:r LA :.:.. Fa z 954.7844875 . 8 TING INC..: :. ....:: :...: ", :: www.fed-eng:COR1.:: 259 SW 13th Ave. pompano Beach, FL:33069• . Field, Density:Tests.of. Co. anted Soils Meth6d.D-6938:... Project:'.::: Proposed Residence - :. ` . • Lot. 125; Creekside'.'. :: :::. ' ::Date:.:.. March,:9; 20.18.::::.. .:Address: : 8440� Cobblestone Drive; Fort Pierce, FL:.34945 ' .: : .'. : :: ' ::: Order #: ::. 18DR182 ::: Area Tested::.' : Buiiding Pad : • : .. : - . Per mit Material:Type:.. Pale •Brown Sand with Traces of.Shell Client:.:: ' DR. Horton; :Inc: Address:. 1430 Culver. Drive NE .. .::. ::Compaction Req.:. Palm Bay, FL: 32907 :. :::: :: :: ,': :. ::: ,', •-Proctor. Method::. 'ASTM. D-1557. ; . Test :. ::' ....::. .-.: ... _ .: _ ... • :. : Moist ::Dry'. " Proctor:,- ":Value. 00 -hum :.:. .. : . # ...` -TEST LOCATION :: : •. :. .. .. . . ...-Probe Depth Elev: , ja .. Density; : ', :: Moisture:: Cofnpaction: Pass r. 1 Center of:Buildin Pad.::.''.1:2".. FL' ::6;0. :.111.9:: 112;5 1.0.9::. :'. '99.5% :: Yes : - 2 : SW' Cof: orner Buildin " Pad.: :: .. : 1T :.FL..::6.0 :1:11.3: 112:5 :: 10:9.: 98.9% ' .: Yes . . :" ••.3: NE:Corne'r.of BLiNdin Pad : .: ::. • .12" :FL: 6'.8 1:12.3:• '.1:12:5 1b.9:: ' .. 99.8%' :: "Yes'. . _ 7" rt. .17 12: RemarKS:..-bee:Reverse Side (Page•2:of-2) for Additional Information for Disclaimer This is a" Compaction Test.only on the top 12" "of:the paid and is not aye'rifica" tion' of_ $oil Searing Capacity. _ _ Legend for Elevation: RR = Proofroll ' :: 1,2;3 1"st,,2nd; 3rd Lift: :: : Submitted.by:' . :SL=.Spring'line :: FL" Final Lift:: :. ::',Keith LeBlanc, Pa:: * :. Z /r....:. SG. = Subgrade :. BG = Below:Grade: :. :: Federal Engineering:& Tesmg;.lnc.' • ; G BC. = Basecoucse 'BOFBottom of Footing : : Florida Reg:'No. 59394 TOP•= Top of.Pipe. FG =-Finished Grade r Ct3 flhi a 61"Authorization;45411 As, a "mutual Protection, to .clients, the -public and ourselves; all reports are submitted as'the confideotial'pri p: of orients, and authorizaticn .for: publication• of. statements, :conclusions or extracts from or: regarding our: reports is reserved pepding our written approval. A: density test deteimines:th� de' of compaclion oft.he testedaayer of material, only: A density -does hot replace a soil bearing capacity determination. These'density tests do not certify the ubde IyCrig:soii•materiaisbeiowvtha proposed 'structure Thb results do.not preclude.or guarantee that future Settlement'.and cracking will not occur.'A soil boring testis required to certify that trio u�denying'sol!s'will support the: proposed.structure ' wlthoutsettlemeri1. If no soil borings have "been performed to yerify4fie underlying soils; we recommend that soil boringperfomled••to'-evaluate the suitability of the'd ded yin soil to:support,the•proposed structure. After laying dormantfor a period of 90 days.orafter heavy:rein/stomts, •retesting must be.performed'on this Work. :. PAGE 1 of'2. J olmpacted Soils Method'D.-6938'. isclailmer.'...' =Pursuant to your re -quest,: Federal Engineering &:Testing, 'Ine: (FEl );has: performed :a; compaction .test :at the referenced project on'the:.'reverse sid6.:The.:purpose- of :our test was,to:'determine.the:degree of:compaction:of the :tested laver :of :.:. material only.:In .:no: way shall. a 'compaction .test replace. a .soil bearing capacity determination A soil :boring test :must ,be performed' by the.client prior to construction to verify subsoil conditions'...Our. scope.of services only. included. testing theaop 'IT -of added' -fill material.' "FET was not.contracted,to perform supervision of We -building pad preparation.: This. testing ,of the added fill -material does not.'include an analysis of tl �e,.underlying,soil.-materials to"determine if they.arecapable of. supportiing . . the proposed structure witfiout.settlement.:This .density_ compaction, test does not warranty. an underlying :soil raterials or . conditions below the:tested top.12:inches.&material;.If no so'il.fjorings 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'theunderlying soil. conditions;.. . Environmental. analysis of the -soil materials is. not; part:bf ,the..scope -of•se'rVices:: If. environrriental' analysis of the soils. is: required ,.we:can providea proposal for performing an.'envirorimental'analysis:of the. soil'"materials.-The scope: of -services is • for determination -of the:degree:of compaction of:the tested tayer:of,material. only, -No other analysis is. implied or -warranted. Job project sppdifications .were not available at the -time the work,was performed. Determination off the pass/fail .compaction results are -based 'ori:current. c6himon'industry:req6irements.of. 95% :df the ASTM, 0,1557: standaM for building. foundations " and:98% of the: AASHTO:T-180 standard:for'paved, areas such asjoadways and; parking lots.: If different specifications- are' ; required,. Federal. Engineering .& Testing,:I'ic : shalll be'notified. , OUF finding$ are. relative to the date: and areas'of our Site,work:and: Should -not be relled. upon to represent conditions..on'other. are as'Ordates..'Any.•subsequent site disturbances due:tO'water"erOsioIn. rain •waters,. construction activities, excavations,::: overgrown; vegetation, traffic arid otherdisturbances will:void this "tdst'arid•the' site must be -re -compacted and. re -tested prior: to construction: :.As 'a mutual protection to clierits, :the public and •ourselves; all: reports are. submitted are. the confidential. property of clients - and authorization for, use,, publication of. statements; conclusions .or extracts from or regarding 'our reports:is('reserved pending written approval;' :. 1f has.been. a pleasure working with you and futu .w.kre:; - : J. . �_ : i is RECENE® Phone 954.784-2941 MAR Z01g 800-848-1919 L 4 ed-eratti9 Qepart►rent Fax 954.784.7875 . 8 TESTING'INC. 7e 5t ucte County :,fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 125, Creekside Date: March 9,=2018 Address: 8440 Cobblestone Drive, -Port Pierce; FL 34945 Order-#: 18DR182 Area Tested: Building Pad Permit #: WIN Material Type: Pale Brown Sand with Traces of Shell Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: Palm Bay, FL 32907 Proctor Method: 95% ASTM D-1557 Test # TEST LOCATION Probe Depth, Elev. Moist ,�o Dry; Density PCF . Proctor Value PCF Optimum. Moisture % Compaction Pass 1 Center of Building Pad 12" FL 6.0 111.9 112.5 10.9 99.5% Yes 2 SW Corner of Building Pad 12" FL 6.0 111.3 112.5 1 10.9 98.9% Yes 3 NE Corner of Building Pad 12" FL 6.8 112.3 112.5 10.9 99.8% Yes 4 5 6 7 8 9 10 11 12 13 \011iiil�i��s;, 14 Remarks: See Reverse This Is a Con for Disclaimer ` 91. mo. 59394 on the top 12" of the pad and is not a verification of Soil Legend for Elevation: ® �STATEO F PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: / ^ [v SL = Springline FL = Final Lift Keith LeBlanc, P.E. ii SG Subgrade BG =Below Grade Federal Engineering & Te�,�t ,�4 BC = B g F = Bottom of Footing Florida Reg. No. 59394 "'�/'Jr asecourse B4O g 9 TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #5471 As a mutual protection to clients, the public and ourselves, all reports.are submitted as the confidential property -of clients, and. authorization forpublication of statements, concluslons or extracts from or regarding our reports Is reserved pending our written approval. A.density test determines the degree of compaction of the tested layer of materiel only. A density does not replace a soil bearing capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results do not preclude or guarantee that future settlement and cracking will not occur. A.soil boring testis required to certify that the underlying soils will support the proposed structure without settlement, If no soil borings have been performed to verify the underlying soils, we recommend that soil borings tFIt8Cg"* tokevaluate,.�tie ul{ability;of the underlying Boll to support the proposed structure. Aker laying dormant for a period of90 days or after heavy rain/rmslejgg�yst be�iQ h�1vJiIF� PAR-T PAGE 1 of 2