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Home My WebLink AboutFIELD DENSITY TEST:. Palm Bay;' FL 32907.'.. ' :: Proctor Method: ,� � •.ASTN1. D;.1557. Test :.:::. :: E T EST. LOCATION.. Probe .:E� .'.. ev.. Moist'..: :. ry Density, Proctor Value :: Optimum Moisture ..' Compaction pass: - Depth % P CF Coi r.. � 4. 105.7 ,78 Yes:NW. :.'2 . Center of:Buildiii -Pad-::.' • :: ' 12" fL :8:7:: 105.0 1Q7:8. :.13:4 :: 98.3% Yes .. 3 : SE. Cornea of Buildin .Pad..: :: 12" : FL:. • •8.9: 1.05.6': -A 07:8 :: ' ' 1.3:4.. :98.0%Yes .9. A2:....., :. .14 :..::. Tor Acialtionarinformatloh . oli:' Isc almer • . :. This is a Compaction Test -only on the.top 12" of•the. pad and is not'a verification of Soil Hearing Capacity. .'. :. Legend:for. Elevation:... ' :' .. :: • .. ; . • • :. s-- PR =. Proofroll :. 1,2;3.= 1t, 2nd,:3rd Lift . • ,.' Submitted by::: . SL :_. $pringline .'FL =. Final: Lift. ; ::. : : :Keith' LeBlaric,:..Ec ; SG = Subgrade BG: = Below Grade Federal`Etygiries%ing; .Testing, 'Inc: BC'= Basecourse:: BOF= Bottom of Footing, :: ::: : : Florida:Reg: No: 59394 TOP = Top of Pipe FG =_Finished. Grade : Certificate:of Authoriiatian.#5471 As a mutual ptotection.to clients, the public and ourselves;: all reports areaubmitted a§ the. confidential property'of Clients; and:authorization for publication: of statements; :. .. . conclus!ons:opextracts from orregarding our rgports•is.reserved pending our W !tten approval.'A.density.tesf determines Lje diagtee oT compacfiGn of the.testeh Ayer of material only: A densitydoes not replace a. soil bearing capacity -determination. -These densitytests do not certify the underlying soil (6;;r:a(s below Uie_ p op6sei+�st, cture..The results . . do not preclude or guarantee that future settlement and cracking will not occur. A soil boring test Is'required to certify that the undadytng soilsjwill Support th`e'proposed structure without settlement. If no soil. borings have been performed toveri_fythe underlying solls,:We recommend that sort borings be perforrried.to eva!uaiz,the:eultaliility'oftha underlying. soil to support the proposed structure: After laying' dormant•for a period of 90; days or after heavy ra!n/storins, retesting must be performed orr'ihIs work: PAGE 1' of 2 : Compacted; Soffit ethdd ®"-6938 Disciain ier. : Pursuant to. your request,: Federal Engineering &: I esting,'.Inc::(FET) has: performed, a compaction test at the efere d project on: ahe reverse side: The: "purpose: of out test Yeas "to 'determine ;the .degree:.of . compaction.:of the :tested layer of " • :material:.only, In', no. way shall,a"compaction test replace a soil:bearing capacity determination. A soil boring testmust.be performed by the' client prior to :construction to. verify sia�isoil conditions.• .Our scope of services only included testing the top 12".'of added fill material.: FET was not contracted, to perform supervision of the building pad preparation.; ;This testing of the added fill .material does :not include an analysis of theta derlying: soil :materials to determine if they_are .capaljle of supporting the proposed structure without settlement: � .This density compaction test does not.warrafty. any underlying soil materials .or. : conditions below, the -tdst6d "top 12: inches of material. ' 1f no, soil borings have been. performed .in -the location of.the. proposed structure, we:recommend performing soil boringsbelo.'� all foundation :areas of the proposed -structure jo verify. the underlying ... e soil conditions:..... . Environmental analysis. of .the soil materials is..not part "of' the. scope .of, services: -If environmental 'analysis" of 'the soils, is required,, we ;can -provide. a proposal.for performing an -environmental .analysis:of the. soil rriaterials..The scope of -services: is _. . for'deteri,nination.of.the degree of compaction ofahe tested. layer -of material only.. No other"'analysis is implied•or.warranted:" Job project .specifications were not available "at the ti a the work- imps .performed.. Determination of the :pass/fail compaction : results are'.based on: current common., industry -requirements of 959/6 :of: the - ASTIVI D-1557. standard -for building -foundations'' and_98%o of the: AASHTO:T-180 standard; for paved' reps such as_roadways and: parking lots.::If different specifications -are . 'required,: Federal. Engineering & Testing,:inc.: shall b :notified.' . Ouc findings are relative.to the date -.and areas:of"our site work:and. should:not be relied. upon to :represent coriditioiis.oh. other' areas, or dates: Any•subsequent.site disturbances due.to-waiter. erosion, rainwaters, construction activities, eiecavations, - overgrown, vegetation, -traffic and other.diisturbances will .void. this test and the site must.be-re=compacted and re -tested: prior.. . � 6 construction: Asa .mutual: protection to. -clients, -the public.and. o rselves; all- reports are submitted, ".are the 'confidential property of clients. _ and. authorization for use.;'. publication: of. statement$; : conclusions ,or: extracts" from •or :regarding our' reports. is' reserved pending written approval.': It. ais.bee'n. a pleasure working withyou'arid we'Ioo .forward to doingao in the near future.: - : .Page 2-of2 '... . . Rhone 954.784.2941 ederal 8006848-1919 & TESTINe INC. Fax 954-784.7875 250 SW 13th Ave Pompano Beach, FL 33o6o www.fed-eng.com Field Density Tests of Compacted Soils iVlethod D-6938 Project:. Proposed Residence Lot 15, Creekside Date: April 3, 2018 Address: 8413 Cobblestone Drive, Fort Pierce, FL Order #: 18DR275 Area Tested: Building Pad Material Type: Brown Sand v►nth Some Rock 8 Shell Permit #: - . 4 Tech: CO Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% Proctor Method: ASTM D-1557 Proctor Value PCF Optimum Moisture Compaction Pass 107.8 13.4 98.1 % Yes 107.8 13.4 98.3% Yes 107.8 13.4 98.0% Yes •� ��• oe® Reverse side (Page 2 of 2 for Additional Information for Disclaimer This is a Compaction Test oniv on the top 12" Legend for Elevation; of the pad and is not a verification of Soil Be 1 Ca 93 e PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift . SL = Springline FL =Final Lift Submitted by: ' SG = Subgrade BG =Below Grade Keith LeBlanc, P.E. BC = Basecourse BOF = Bottom of Footing Federal Engineering & T1c�4OFt1C9 N 59394 No. "* �#54� TOP. =Top of Pipe FG =Finished Grade Florida Reof g. S�OhlfA�- � As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property oftficclue ts. and au horizzatioonrfor publicaUan of Utatements, conclusions or extracts from or regarding our reports is reserved pending our written approval. A density test determines the degree of compaction orthe tested layerof material only. A density does not replace a soil beating capacity determination. These density tests do not certify the underlying soil materials below the proposed structure. The results do not preclude or guarantee tint future settlement and cracking will not occur. A soil boring test is 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 be performed to evaluate the suitability of the structure soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy raintstorms, retesting must be performed an this work. PAGE 1 of 2