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Home My WebLink AboutFIELD DENSITY TEST�t^C1:1VED Phone 954-784-2941 800-848-1919 ederal 954-784-7875 ggAR � 6 ��9 Fax 954-784-7875 & TESTING INC. ttdn9 Department www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 peK t ucle county Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 110, Creekside Date: March 9, 2018 Address: 3104 Yellowstone Circle, Fort Pierce, FL 34945 Order #: 18DR181 Area Tested: Building Pad Permit #: l ZZ -i%60 Material Type: Pale Brown Sand with Traces of Rock & Shell Tech: BK Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: 95% Palm Bay, FL 32907 Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth p Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 9.5 106.7 108.3 13.1 98.5% Yes 2 NE Corner of Building Pad 12" 1 FL 6.7 1 10&8 108.3 13.1 1 97.7% Yes 3 SW Corner of Building Pad 12" FL 6.9 106.0 108.3 13.1 97.9% Yes 4 5 6 7 8 9 10 11 12 13 14 \\011i `FI iV Remarks: See Reverse Side Page 2 of 2 for Additional Information for Disclaimer ,�� `. ;';G E This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil q-64iftbapacity. `! Legend for Elevation: PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by: SL = Springline FI_ = Final Lift Keith LeBlanc, P.E = '� SG = Subgrade BG = Below Grade Federal Engineering=&Sting„Inc. BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394, y'�,-qrZ ORI0N,-, ��:'" TOP = Top of Pipe FG = Finished Grade Certificate of Authodzaiiot5rtt54Zl�q�� As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publicatjon,of statements, conclusions 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 material 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 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 underlying soil to support the proposed structure. After laying dormant fora period of 90 days or after -heavy raintstorms, retesting must be performed on tratyQppy PAGE 1 of 2 ,1, r)TT 4I- APPROVAL 'Palm Bay, :FL' 32907 : " Proctor Method::. .ASTM_D=1557 Test ::: Probe Moist. Dry. Proctor.,',Optimum # TEST LOCATION.. " :. :. - Depth : _ E lev ' /o° Density : :Value Moisture •Compaction .; •Pass .. .: PCF PCF" . Center of B'uiPad. °L 9.5 06.7 10831'. 13:1:.: :. 98.5% .:.Yes of'Buildiri Pad 92 . 6.7 1.05:8: 1:08 '. . :,977I. Yes .NE'Corner :..'.'3- : SW: Corner. of Building. P4d ::' .'.1T- : FL:: " 6.9 .106.0:. '.108.3: :1.3.1:: .:97.9%'•:Yes.'. 4:: 5:. :. :•. �: :.. :. "� A. ..10 13 er iar . s: -See Reverse; Side (Page.2 of.2) for Additional: infoi ation.fgr Disclaimer This .is a Compaction.Testonly on the top 12"•of the pad and is not' verification;cf Soil Bearing Capaci ': Legend:for Elevation: • : ' .. • .. .. ; . ::...' 'PR '= Proofroll' 1,2.,3 = 1st, 2nd; 3�d Lift :: Submitted_by:.'% d-Z- SL =Springline FL' Final Lift ,: : : .:' :: Keith LeBlanc, P.E:: SG = :Sub rode BG =Below Grade" : / Federal En inepr n & Tester BC = Basecoutse BOF Bottom of Footing:. Florida'Reg: No. 59394 TOP..' Top of Pipe FG =.Finished Grade Certificate of.Flt;thori�ation:#i,7471 As a mutual protection to clients, the public and ourselves; all. reports are submitted as -the confidential property..of clients; and:authorizetiori foi publication of, statements, conclusions or extracts froin or. regarding our reports Is'reseNdd pending our written approval. A density test determines "the degree of compaction 'of the tested layer ofmatenal, ti '4 only: A.'density.does not replace a soil bearing capacity determination: These density tests do not certify the underlying soil.materials,Eeiew the proposed structure. The results do not•preciude or guarantee that future setilemenfand cracking wilfnot occur. A soil.boring testis required to eertifythat.Oie pndedying soiis-:Will support the proposed. structure without settlement. If no s61l'borings:have been performed to vbdN.the underlying: soils; we recommend thaf soll borings be,perf°rrh3G to:ealuate the suitability of the underlying soil to support the proposed structure. After laying dormant fora period of 96 days.orafter heavy.rain/storms, retesting must be: per(drmeo` on this work. PAGE 1 of'2.. C®rripacted S®ils., MM'6thod D=6938 :Disclaimer= Pursuant' to your request,: Federal. Engineering :& Testing, lnc.: (FET.) has: performed.:a -compaction test at the .referenced project on the:.reverse side.:The- purpose of our .test Iwas 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.: Asoil boring test must be performed by.the'client prior to construction to:verify subsoil conditions: OurP _sco e:of.services:only.included testing the.top 12".ofadded fill material.: 'FET was not .contracted: to perform supervision of the "building pad preparation.:.This.testing of th'e added -fill'.material does not include an analysis of• the _underlying, soil materials: to "determine if. they.are capable of supporting the proposed structure -without settlement:, This density�compaction test does not warranty any underlying soii-materials or conditions below'the :tested top .12 inches of. material:, If no. soil borings have been: performed in t e. location of:.the: proposed structure; we:recommend performing soil.-bodngs below all. foundation areas of the proposed struoture�to verify .the underlying: . soil conditions;...... Environmental, analysis of the, soil materials is not; part.'of•the'scope of services. If- en.vironmental' analysis of the., soils- it: required,'.we can provide. a proposal.for performing.an. environmental analysis:of the soil materials..The scope of services. is for determination. of. the degree of compaction of:the. tested layer'of material only.. No other analysis is implied.or warranted:, . Job project -specifications were not available at the time the work was.performed. Determination. of the passffail.compaction . results are based 'on:currerit, common' industry. requirements of 95%.:of the. ASTM D=1557. standard for: building:foundati0 ., .'and. 98% of the MSHTO7-180 standard: for paved aeeas:such as roadways and parking lots.: If different specifications are required, Federal. Engineering :& Testing,:lnc.: shall. be notifie .:, •Our findings are, relative .to the date: and areas: of our site, work:arid. should not be relied. upon io'represent conditions:.on other areas .or dates." Any subsequent site disturbances due, to, water.e'rosion; rain -Waters, construction .6ctiv_ities,_ excavations;: . overgrown; vegetation, traffic and other disturbances will void this test'and the site. must be' e rer-compacted and,_m-tested prior, to construction.: ..As'a mutual protection, to. clients; 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 regar, ing."pur reports': IS reserved pending written approval'. .:. , .. f CY It has been a pleasure working with you and we;look forward:to doing so in the near future:, Page - 2 of 2 .. RECEIVED Phone 954-784-2941 1919 4ederal 954-784-7875 MAR .2 9 7.018 Fax 954-784-7875 S TESTING INC. www.fed-eng.com 250 SW 13th Ave Pompano Beach, FL 33069 Permlttln' Department Ct 1 nr•la ('nnnw _ Field Density Tests of Compacted Soils Method D-6938 Project: Proposed Residence Lot 110, Creeks ide Date: March 9, 2018 Address: 3104 Yellowstone Circle, Fort Pierce, FL 34945 Order #: 18DR181 Area Tested: Building Pad Permit #: Material Type: Pale Brown Sand with Traces of Rock & Shell Tech: Client: D.R. Horton, Inc. Address: 1430 Culver Drive NE Compaction Req.: Palm Bay, FL 32907 BK 95% Proctor Method: ASTM D-1557 Test # TEST LOCATION Probe Depth p Elev. Moist % Dry Density PCF Proctor Value PCF Optimum Moisture % Compaction Pass 1 Center of Building Pad 12" FL 9.5 106.7 108.3 13.1 98.5% Yes 2 NE Corner of Building Pad 12" 1 FL 6.7 1 10&8 108.3 13.1 1 97.7% Yes 3 SW Corner of Building Pad 12" FL 6.9 106.0 108.3 13.1 97.9% Yes 4 5 6 7 8 9 pg. 10 09 11 12 13 14 I-x %O M N , Remarks: See Reverse Side (Pane 2 of 2) for Additional Information for Disclaimer This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bear i;apacity. 'f Legend for Elevation: PR = Proofroll 1,2,3 =1st, 2nd, 3rd Lift Submitted by: SL = Springline FL = Final Lift Keith LeBlanc,.P.E = STAT 2/ , SG = Subgrade BG = Below Grade Federal Engineering;& ng, Inc. BC = Basecourse BOF = Bottom of Footing Florida Reg. No. 59394•��S ` ZORION:•'(��`C` TOP = Top of Pipe FG = Finished Grade Certificate of Authorization,#&T-1/VA1-E` ,k As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for dublication,oFstatements, conclusions 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 material 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 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 underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after heavy rain/storms, retesting must be performed on this work. PAGE 1 of 2